WorldWideScience

Sample records for jishin tansa danmen

  1. Impelemtasi Strategi Pemasaran Rasulullah Dalam Konteks Kontemporer (Analisis Di Swalayan Pamella YOGYAKARTA Dan La Tansa Gontor Ponorogo)

    OpenAIRE

    Sahroni, Abdullah

    2015-01-01

    Rasulullah's Marketing strategy based on Muhammad Suyanto book “Muhammad Bisuness Strategy and Ethics” are; product strategy is halalan thayyiban goods, price strategy based on the principle of concensual and market's price, place positioning is preferred in the market and strategys place and promotion strategy is more emphasis on the relationship with the costumer. This research is meant to scrutinize and understand rasulullah's marketing strategy at Pamella minimarket and La Tansa. This res...

  2. IMPELENTASI STRATEGI PEMASARAN RASULULLAH DALAM KONTEKS KONTEMPORER (Analisis di Swalayan Pamella Yogyakarta dan La Tansa Gontor Ponorogo)

    OpenAIRE

    Sahroni, Abdullah

    2016-01-01

    Rasulullah’s Marketing strategy based on Muhammad Suyanto book “Muhammad Bisuness Strategy and Ethics” are; product strategy is halalan thayyiban goods, price strategy based on the principle of concensual and market’s price, place positioning is preferred in the market and strategys place and promotion strategy is more emphasis on the relationship with the costumer. This research is meant to scrutinize and understand rasulullah’s marketing strategy at Pamella minimarket and La Tansa. This res...

  3. Interpretation of seismic section by acoustic modeling. Study of large amplitude events; Hadoba modeling ni yoru jishin tansa danmen no kaishaku. Kyoshinhaba event ni taisuru kosatsu

    Energy Technology Data Exchange (ETDEWEB)

    Tamagawa, T; Matsuoka, T; Sato, T [Japan Petroleum Exploration Corp., Tokyo (Japan); Minegishi, M; Tsuru, T [Japan National Oil Corp., Tokyo (Japan)

    1996-05-01

    A large amplitude event difficult to interpret was discovered in the overlap section in offset data beyond 10km targeting at deep structures, and the event was examined. A wave field modeling was carried out by use of a simplified synclinal structure model because it had been estimated that the large amplitude event had something to do with a synclinal structure. A pseudospectral program was used for modeling the wave field on the assumption that the synclinal structure model would be an acoustic body and that the surface would contain free boundaries and multiple reflection. It was found as the result that a discontinuous large amplitude event is mapped out in the synclinal part of the overlap section when a far trace is applied beyond the structure during a CMP overlap process. This can be attributed to the concentration of energy produced by multiple reflection in the synclinal part and by the reflection waves beyond the critical angle. Accordingly, it is possible that phenomena similar to those encountered in the modeling process are emerging during actual observation. 2 refs., 8 figs.

  4. Near-surface 3D reflections seismic survey; Sanjigen senso hanshaho jishin tansa

    Energy Technology Data Exchange (ETDEWEB)

    Nakahigashi, H; Mitsui, H; Nakano, O; Kobayashi, T [DIA Consultants Co. Ltd., Tokyo (Japan)

    1997-05-27

    Faults are being actively investigated across Japan since the Great Hanshin-Awaji Earthquake. Discussed in this report is the application of the 3D near-surface reflection seismic survey in big cities. Data from trenching and drilling is used for the geological interpretation of the surroundings of a fault, and the reflection seismic survey is used to identify the position, etc., of the fault. In this article, when the results obtained from the experimental field are examined, it is found that the conventional 2D imaging reflection survey betrays the limit of its capability when the geological structure is complicated, that the 3D reflection seismic survey, on the contrary, is capable of high-precision imaging and, when augmented by drilling, etc., becomes capable of a more detailed interpretation, and that it also contributes effectively to the improvement of local disaster prevention in big cities. Using as the model the Tachikawa fault that runs near JR Tachikawa Station, embodiment of the 3D reflection seismic survey is reviewed. For the acquisition of data excellent in quality in a 3D reflection seismic survey conducted utilizing the roads in the sector chosen for experiment in the urban area, the shock generating points and receiving points should be positioned by taking into account the parameters in the bin arranging process so that the mid-points will be regularly distributed on the surface. 3 refs., 11 figs., 1 tab.

  5. Application of wavelet transform to seismic data; Wavelet henkan no jishin tansa eno tekiyo

    Energy Technology Data Exchange (ETDEWEB)

    Nakagami, K; Murayama, R; Matsuoka, T [Japan National Oil Corp., Tokyo (Japan)

    1996-05-01

    Introduced herein is the use of the wavelet transform in the field of seismic exploration. Among applications so far made, there are signal filtering, break point detection, data compression, and the solution of finite differential equations in the wavelet domain. In the field of data compression in particular, some examples of practical application have been introduced already. In seismic exploration, it is expected that the wavelet transform will separate signals and noises in data in a way different from the Fourier transform. The continuous wavelet transform displays time change in frequency easy to read, but is not suitable for the analysis and processing large quantities of data. On the other hand, the discrete wavelet transform, being an orthogonal transform, can handle large quantities of data. As compared with the conventional Fourier transform that handles only the frequency domain, the wavelet transform handles the time domain as well as the frequency domain, and therefore is more convenient in handling unsteady signals. 9 ref., 8 figs.

  6. Faults survey by 3D reflection seismics; Sanjigen hanshaho jishin tansa ni yoru danso chosa

    Energy Technology Data Exchange (ETDEWEB)

    Tsuchiya, T; Ejiri, T; Yamada, N; Narita, N; Aso, H; Takano, H; Matsumura, M [Dia Consultants Company, Tokyo (Japan)

    1996-10-01

    This paper describes fault survey by 3D seismic reflection exploration. Survey has been conducted mainly at flat land area without pavement not in urban area in Japan. Subsurface structure is complicated with intersecting multiple faults. In this area, a lot of geological investigations have been done prior to the seismic reflection exploration. Fairly certain images of faults have been obtained. However, there were still unknown structures. Survey was conducted at an area of 170m{times}280m in the CDP range. Measurements were carried out by using 100 g of dynamite per seismic generation point combined with 40 Hz velocity geophones. Fixed distribution consisting of lattice points of 12{times}12 was adopted as an observation method. In and around the lattice, a great number of explosions were carried out. The CDP stacking method and the method of migration after stacking were used for the data processing. The 3D structures of six horizons and five faults could be interpreted. Interpreted horizons were well agreed with the logging results. 3 figs.

  7. Fault-related-folding structures and reflection seismic sections. Study by seismic modeling and balanced cross section; Danso ga kaizaisuru shukyoku kozo no keitai to jishin tansa danmen. 2. Seismic modeling oyobi balanced cross section ni yoru study

    Energy Technology Data Exchange (ETDEWEB)

    Tamagawa, T; Matsuoka, T [Japan Petroleum Exploration Corp., Tokyo (Japan); Tsukui, R [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1997-05-27

    It occasionally happens that there exists a part where reflection near the thrust is not clearly observed in a thrust zone seismic survey cross section. For the effective interpretation of such an occurrence, the use of geological structures as well as the reflected pattern is effective. When the velocity structures for a fold structure having a listric fault caused anticline (unidirectionally inclined with a backlimb, without a forelimb) and for a fault propagation fold are involved, a wrong interpretation may be made since they look alike in reflection wave pattern despite their difference in geological structure. In the concept of balanced cross section, a check is performed, when the stratum after deformation is recovered to the time of deposition, as to whether the geologic stratum area is conserved without excess or shortage. An excess or shortage occurs if there is an error in the model, and this shows that the fault surface or fold structure is not correctly reflected. Positive application of geological knowledge is required in the processing and interpreting of data from a seismic survey. 6 refs., 6 figs.

  8. Fault-related-folding structure and reflection seismic sections. Construction of earth model using balanced cross section; Danso ga kaizaisuru shukyoku kozo no keitai to jishin tansa danmen. 1. Balanced cross section wo mochiita chika model no kochiku

    Energy Technology Data Exchange (ETDEWEB)

    Matsuoka, T; Tamagawa, T [Japan Petroleum Exploration Corp., Tokyo (Japan); Tsukui, R [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1997-05-27

    Pre-stacking depth migration treatment is studied for the estimation of the fold configuration from seismic survey cross sections. The estimation of a velocity structure is necessary for the execution of such treatment, and the utilization of structural-geological knowledge is required for its interpretation. The concept of balanced cross section in relation to the fault-bend fold constructs a stratum structure model under conditions that the deformation during fold and fault formation is a planar strain, that there is no change in volume due to deformation, and that a fold is a parallel fold. In addition to the above geometric and kinetic approach, there is another fold formation process simulation model using a Newtonian fluid for study from the viewpoint of dynamics. This simulation stands on the presumption that the boundary contains a ramp that had been in presence before fold formation and that an incompressible viscous matter is mounted on the top surface. The viscous matter flows and deforms for the formation of an anticline on the ramp. Such enables the reproduction of a fault-bend fold formation process, and helpful discussion may be furthered on the dynamic aspect of this simulation. 5 refs., 4 figs.

  9. Shallow seismic reflection prospecting in Hachiro-kata reclaimed land; Hachirogata kantakuchi ni okeru senbu hanshaho jishin tansa

    Energy Technology Data Exchange (ETDEWEB)

    Kitsunezaki, C; Fukutome, T; Matsumoto, S; Noda, K; Sato, T [Akita University, Akita (Japan). Mining College; Hayashi, H; Ishii, E; Yamanaka, Y; Matsuno, K; Mikuni, S [Suncoh Consultant Co. Ltd., Tokyo (Japan)

    1997-05-27

    Along the Japan Sea coast in Akita Prefecture and in the vicinity, there exist active fault groups, such as the Kitayuri thrust fault group in the south and Noshiro thrust fault group in the north. It is estimated that there is another fault, running from Akita City located between the above-said two thrust fault groups into the Hachiro-kata reclaimed land, roughly connecting the two thrust fault groups. This third fault is supposed to be related to the hypocenter of Tencho Earthquake of 830, but its location and structural configuration are not known, and it is not known whether it is an active fault, either. Investigations are conducted using S- and P-waves. The greatest problem in the use of P-waves is that there exists a layer in which signal attenuation is high and transmission is anomalously slow. This problem is ascribed to the layer pore water rendered unsaturated though slightly by the inclusion of air bubbles, and is explained for the most part by the White model. A survey using S-waves is advantageous in that it does not experience no difficulty of this kind. In the P-wave cross section, a structure supposed to be an inversion layer is observed at a level deeper than 200m. In the case of the S-wave method, more details of the shallow structure will be available when the degree of CMP stacking is augmented as usual. 2 refs., 9 figs., 1 tab.

  10. 3D seismic experiment in difficult area in Japan; Kokunai nanchiiki ni okeru sanjigen jishin tansa jikken

    Energy Technology Data Exchange (ETDEWEB)

    Minegishi, M; Nakagami, K; Tanaka, H [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1997-05-27

    Difficult area in this context means an exploration-difficult area supposed to store oil/gas but retarded in exploration for the lack of knowledge about the geological structure due to poor quality of available seismic survey records. Discussed in this paper is a survey conducted into an area covering the southern part of Noshiro-shi, Akita-ken, and Yamamoto-cho, Yamamoto-gun, Akita-ken. An area size suitable for data collection at a target depth of 2500m is determined using an interpretation structure compiled on the basis of available well data and 2D seismic survey data. The plan for siting shock points and receiving points is modified case by case as restrictive factors come to the surface (resulting from the complicated hilly terrain, presence of pipes for agricultural water, etc.). The peculiarities of seismic waves in the terrain are studied through the interpretation of the available well data and 2D seismic survey data for the construction of a 3D velocity model for the confirmation of the appropriateness of the plan for siting shock points and receiving points. Efforts are exerted through enhanced coordination with the contractor to acquire data so that a technologically best design may be won within the limits of the budget. The quality of the data obtained from this experiment is in general better than those obtained from previous experiments, yet many problems remain to be settled in future studies about exploration-difficult areas. 4 refs., 4 figs., 1 tab.

  11. Seismic reflection survey in Omama fan area, Gunma prefecture; Gunma Omama senjochi ni okeru hanshaho jishin tansa

    Energy Technology Data Exchange (ETDEWEB)

    Yamaguchi, K; Kano, N; Yokokura, T; Kiguchi, T; Yokota, T; Matsushima, J [Geological Survey of Japan, Tsukuba (Japan)

    1996-10-01

    Seismic reflection survey was performed for the Medial Tectonic Line, an important geological tectonic line in the Kanto plains, at Kushibiki district, Saitama prefecture in the north-western part of the Kanto plains. It was estimated that movements of the basement were different in the individual sides of the active fault. In this study, the seismic reflection survey was performed at the Omama fan area, Gunma prefecture, which is located at the north-eastern extension of the Kushibiki plateau, to grasp the structure of basement to the depth of about 1.0 s of return travel time, and the upper sediments. Two traverse lines passing Ota city, Kiryu city, and Nitta town were used. Southern part of the traverse line-1 was in the bottom land in the middle of Tone river, and northern part was in the Omama fan area. The ground surface along the traverse line was flat. Hachioji heights are the heights elongating in the NW-SE direction and having relative height of 100 to 200 m against the surrounding plain. Another traverse line-2 was set on the steep slope having relative height more than 100 m. The Brute stack time section of each traverse line was characterized by the gradient reflection surface AA of the traverse line-1. It was suggested that the AA or intermittent parts of reflection surfaces deeper than AA may relate to the tectonic lines in the more ancient geological ages. 2 figs., 1 tab.

  12. S/N improvement method for 3D seismic data; Sanjigen jishin tansa data no S/N hi kaizenho ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Minegishi, M; Sato, M [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1997-10-22

    Discussions were given on a method to suppress coherent noise in data derived from a non-uniform vibration transmitting-receiving point layout in three-dimensional seismic exploration. The discussions attempted suppression of coherent noise by utilizing a prediction filter for the frequency-space zone. The prediction filter for the frequency-space zone is a filter which handles coherent waveforms found in the record as a signal, and attenuates random noise. Methods to remove coherent noise may include paralleling of signals, making the tracing order random, use of an FX prediction filter, restoration of the tracing order, and restoration of the signal positions. As a result of the discussion using a simple model, it was made clear that coherent noise distributed spatially can be suppressed and signals can be extracted by applying the frequency-space zone filter. In addition, the signals extracted by this operation were found to maintain well the original waveforms. 7 refs., 9 figs.

  13. Optimization of dynamic source depth for seismic surveys. Part 7; Dynamite shingen no hasshin shindo no saitekika ni tsuite (hyoso kozo no suitei (kusssetsuho jishin tansa oyobi denki denjiho tansa)). 7

    Energy Technology Data Exchange (ETDEWEB)

    Tanaka, H; Murayama, R; Mitsuhata, Y; Ishikawa, H [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1996-05-01

    For the improvement of quality of data collected by reflection aided seismic exploration using dynamite as the seismic source, information has to be collected about the surface layer structure before the charge depth is determined. For this purpose, refraction, electric, and electromagnetic exploration methods were tried. In the refraction method, an impactor was used as the seismic source. In the records, the surface wave prevails because vibration was generated on the surface. Analysis was made by the use of the initial travel time tomography. In the electric exploration, a double pole array was used to measure resistivity. The measured data was subjected to a fully automatic inversion for analysis. As the result, it was disclosed that it was useful to know the deep-level structure directly by use of tomographic methods in refraction seismic exploration so as to find the optimum charge level. Furthermore, about the electric and electromagnetic exploration techniques, it was found that these methods can be applied making use of resistivity to the evaluation of groundwater saturation. 7 refs., 5 figs., 3 tabs.

  14. Pseudo-random data acquisition geometry in 3D seismic survey; Sanjigen jishin tansa ni okeru giji random data shutoku reiauto ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Minegishi, M; Tsuburaya, Y [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1996-10-01

    Influence of pseudo-random geometry on the imaging for 3D seismic exploration data acquisition has been investigate using a simple model by comparing with the regular geometry. When constituting wave front by the interference of elemental waves, pseudo-random geometry data did not always provide good results. In the case of a point diffractor, the imaging operation, where the constituted wave front was returned to the point diffractor by the interference of elemental waves for the spatial alias records, did not always give clear images. In the case of multi point diffractor, good images were obtained with less noise generation in spite of alias records. There are a lot of diffractors in the actual geological structures, which corresponds to the case of multi point diffractors. Finally, better images could be obtained by inputting records acquired using the pseudo-random geometry rather than by inputting spatial alias records acquired using the regular geometry. 7 refs., 6 figs.

  15. 3D seismic experiment in the Minaminoshiro area, Akita. Data processing; Akitaken Minaminoshiro chiiki ni okeru sanjigen jishin tansa jikken. Data shori

    Energy Technology Data Exchange (ETDEWEB)

    Tanaka, H; Minegishi, M [Japan National Oil Corp., Tokyo (Japan). Technology Research Center; Nakagami, K [Japan Petroleum Exploration Co. Ltd., Tokyo (Japan)

    1997-10-22

    A 3D seismic experiment was carried out in the Minaminoshiro area in Akita Prefecture, an area difficult of performing seismic exploration. This paper reports progresses during data processing and future problems. The data processing has executed static correction of 3D refraction, 3D DMO correction, and an F-X prediction filter processing on the data in time domain in the 3D seismic exploration as acquired in a spread of 4 km times 5 km in the subject area. The result of the data processing verified existence of a folding structure and the Noshiro thrust fault groups in the east to west direction, and locations of the Sakagawa fault associated therewith. Seen particularly noticeably was a structure having a slope falling north-ward at 15 to 35 degrees in shallow and deep portions on the east side of the Sakagawa fault in the south to north direction. In addition, the Dogiri fault was identified, which has been though to exist in a direction crossing perpendicularly the Noshiro thrust fault groups. It is scheduled that spatial velocity will be analyzed, and data processing will be conducted for deep regions. 7 figs.

  16. Evaluation for characteristics of around the Nojima fault; Butsuri tansa ni yoru `Nojima jishin danso` shuhen no jiban bussei ni kansuru ichihyoka

    Energy Technology Data Exchange (ETDEWEB)

    Shimizu, K; Tsuji, T [Newjec Inc., Osaka (Japan); Tsuji, M [OYO Corp., Tokyo (Japan)

    1996-05-01

    Various surveys were conducted for the area around the Nojima fault, including ground surface, two-dimensional electrical and boring surveys and elastic wave tomography, in order to grasp properties of the ground around the `Nojima earthquake fault.` The resistivity image method as one of the two-dimensional electrical methods was used to grasp fault shapes over a wide range of the 1.6km long section extending between Esaki and Hirabayashi. The courses of traverse were set in the direction almost perpendicular to the fault. Boreholes were excavated and elastic wave tomography was conducted between the boreholes on the 9th and 17th courses of traverse, to confirm ground/mountain conditions and to compare the results with observed elastic wave velocities. Very low resistivities are observed at places where granite is distributed, suggesting that the fault-induced changes are not limited to the area around the fault. The zone in which elastic wave velocity decreases is narrow, 10m at the longest, at a velocity of 2.4km/s or lower, which is a low velocity for that propagating in granite. 5 refs., 4 figs.

  17. Seismic refraction analysis with high accuracy based on traveltime modeling; Basu keisan wo base to shita kussekiho jishin tansa kaiseki no koseidoka

    Energy Technology Data Exchange (ETDEWEB)

    Saito, H; Hayashi, K [OYO Corp., Tokyo (Japan)

    1996-05-01

    For the purpose of enhancing the efficiency of analytical processes so that those not equipped with high skill may perform a certain level of analysis and that analysis precision may be improved, some analytical techniques based on path calculation were examined. As the result, a flow of work has become feasible, wherein an early model is constructed by use of a tomography-assisted analysis to be accomplished automatedly and the result is then converted into a layer system with the velocity and thickness to be automatically corrected for the determination of the ultimate velocity layer section. Following this flow of work, almost all the parts of the work may be accomplished automatically once the travel time curve is completed. Furthermore, the calculated travel time obtained by this method can be easily compared with the observed travel time creating an opportunity to show the high reliability of this method, for this to be accepted as a standard for evaluating the accuracy of exploration. It has also been found that this method may be applied to more complicated structures which fail to satisfy the conditions for a structure to be treated by other methods such as `Hagiwara`s method.` 3 refs., 5 figs.

  18. High resolution seismic refraction method with multichannel digital data acquisition system; Digital ta channel sokutei system wo mochiita koseido kussetsuho jishin tansa

    Energy Technology Data Exchange (ETDEWEB)

    Hayashi, K [Oyo Corp., Tokyo (Japan)

    1997-05-27

    This paper introduces a multichannel digital data acquisition system and examples of measurements with the system in seismic exploration using the high resolution seismic refraction method. The high resolution seismic refraction system performs analyses nearly automatically by using a computer after initial travel time has been read. Therefore, the system requires high-accuracy travel time data, for which a multichannel digital measuring instrument developed recently for seismic exploration using the refraction method has been used for the measurement. The specification specifies the number of channels at 144 as a maximum, a sampling time of 62.5 {mu}sec to 4 m sec, the maximum number of sampling of 80,000 samples, and gain accuracy of {plus_minus} 1%. The system was used for surveying a tunnel having a maximum soil cover of about 800 m. The traverse line length is about 6 km, the distance between vibration receiving points is 50 m, and the number of vibration receiving points is 194. Executing measurements of single point system using GPS can derive accurate velocity in the vicinity of the basic face of the tunnel construction. Results were obtained from the investigation, which can serve more for actual construction work. 10 refs., 6 figs., 1 tab.

  19. THE EVALUATION OF THE WATER CHEMISTRY AND QUALITY FOR THE LAKES FROM THE SOUTH OF THE HILLY PLAIN OF JIJIA (BAHLUI DRAINAGE BASIN)

    OpenAIRE

    Ionuţ MINEA

    2010-01-01

    In order to highlight the quality of the lake waters from the Bahlui drainage basin, we chose to analyse four principal lakes (Pârcovaci, Tansa, Chiriţa, Podu Iloaiei) and six secundary lakes (Aroneanu I and II, Ciric I, II and III and Cucuteni). The global presentation of the lakes’ water chemistry and quality is a sum of two different ways of analysis: the first based on standards (promulgated in 2006), according to which the lakes are analyzed as static ecosystem (the quality of the water ...

  20. Three-dimensional seismic survey planning based on the newest data acquisition design technique; Saishin no data shutoku design ni motozuku sanjigen jishin tansa keikaku

    Energy Technology Data Exchange (ETDEWEB)

    Minehara, M; Nakagami, K; Tanaka, H [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1996-10-01

    Theory of parameter setting for data acquisition is arranged, mainly as to the seismic generating and receiving geometry. This paper also introduces an example of survey planning for three-dimensional land seismic exploration in progress. For the design of data acquisition, fundamental parameters are firstly determined on the basis of the characteristics of reflection records at a given district, and then, the layout of survey is determined. In this study, information through modeling based on the existing interpretation of geologic structures is also utilized, to reflect them for survey specifications. Land three-dimensional seismic survey was designed. Ground surface of the surveyed area consists of rice fields and hilly regions. The target was a nose-shaped structure in the depth about 2,500 m underground. A survey area of 4km{times}5km was set. Records in the shallow layers could not obtained when near offset was not ensured. Quality control of this distribution was important for grasping the shallow structure required. In this survey, the seismic generating point could be ensured more certainly than initially expected, which resulted in the sufficient security of near offset. 2 refs., 2 figs.

  1. Depth imaging system for seismic reflection data. Part 1. Outline of system; Hanshaho jishin tansa data no tame no shindo imaging system. 1. System no gaiyo

    Energy Technology Data Exchange (ETDEWEB)

    Shimizu, N [Japex Jeoscience Institute, Tokyo (Japan); Matsuoka, T [Japan Petroleum Exploration Corp., Tokyo (Japan); Tsuru, T [Japan National Oil Corp., Tokyo (Japan)

    1996-10-01

    Structures of oil and gas fields to be recently explored have changed from simple structures represented by anticline into more complicated and more delicate structures in the deeper underground. In order to discover and develop prospective oil and gas fields among such geological structures, it is indispensable to construct a system which can treat seismic exploration date collectively before stacking and can easily perform imaging of underground structures accurately. Based on the advancement of hardware, Japan National Oil Corporation and Japan Petroleum Exploration Co., Ltd. have developed a depth imaging system as an interactive tool for constructing underground structures accurately through a cooperation of highly accurate imaging technology. Using this system, two-dimensional underground structure models can be easily given and modified by interactively referring to results of depth migration velocity analysis and stacking velocity analysis, well data, cross sections after depth transform, etc. 1 fig.

  2. 3D seismic survey in Honjo, Akita. Problems and struggles in acquisition and processing; Akitaken Honjo koku ni okeru sanjigen jishin tansa. Genba sagyo to data shori ni okeru mondaiten

    Energy Technology Data Exchange (ETDEWEB)

    Imahori, S; Kotera, Y; Nakanishi, T [Japan Energy Development Co. Ltd., Tokyo (Japan)

    1997-05-27

    Honjo mining area where investigations are conducted is hilly and has a complicated terrain with gas pipes buried in the ground just under the access road disabling the proper positioning of shock-generating large excavators or vibrators. Auger`s shallow hole shooting method is used in this survey to execute blastings at 639 points. In this method using charge depths of 4m, different from the conventional method using deeper charge depths (20-25m), surface waves prevail in the shot records giving rise to a new problem of removing them in the stage of data processing. The 2D filter that is a powerful tool in 2D data processing is not available in a 3D-survey where the tracing intervals are irregular in the shot records. In the effort of this time, a window length as a parameter in the direction of time is specified, and the F-X dip filtering method is employed in which any event that linearly continues beyond a certain number of traces in the said window is eliminated as a linear noise. It is recommended that the weighting function be changed in the direction of space since surface wave velocities are different at different locations. 1 fig., 1 tab.

  3. Joint analysis of refraction seismic survey with multilevel hydrophone measurement (application for detecting the high velocity thin lid); Kussekiho jishin tansa data to kochu hydrophone data no fukugo kaiseki no rei

    Energy Technology Data Exchange (ETDEWEB)

    Mori, S; Harada, T; Hayashi, K [OYO Corp., Tokyo (Japan)

    1996-05-01

    During a refraction seismic survey conducted at a spot where a high-speed lava layer is supposedly concealed, the distribution of lava layer was estimated, and a composite analysis involving the vibration data received via hydrophones arranged in a bore hole was accomplished using a high-speed model based on an assumed geological section. The refraction survey centered on the bore hole and was accomplished using 250m-long traverse lines extending therefrom, one to the upstream and the other to the downstream of a river, producing a total length of 500m. The hydrophones were installed in the bore hole, and the measurement was carried out in an offset VSP-like observation pattern. In the analysis, the velocities obtained by the refraction survey and velocity logging were assigned to each layer on the basis of the assumed geological section for the construction of a velocity distribution model, which served as the early model for the repetition of calculation. Calculation was repeated with help of the said model, and a geological structure, capable of explaining the travel time data collected during the refraction survey and velocity logging, was successfully estimated. 1 ref., 5 figs.

  4. Investigation of data acquisition parameters for Minami Noshiro 3D experiment using 3D seismic modeling; Sanjigen hado denpa modeling wo riyoshita Minami Noshiro sanjigen jishin tansa data shutoku parameter no kento

    Energy Technology Data Exchange (ETDEWEB)

    Tanaka, H; Nakagami, K; Minegishi, M [Japan National Oil Corp., Tokyo (Japan). Technology Research Center; Kano, R [Teikoku Oil Co. Ltd., Tokyo (Japan)

    1996-10-01

    This paper describes how to grasp the characteristics of reflected waves which means how the reflected wave can be received in its magnitude depending on the complicated subsurface structure. Data acquisition parameters were also investigated, as to offset distance distribution and mute setting during the HMO correction. A velocity structure model was prepared for an area of 9km{times}8km including the given 3D seismic exploration area at Minami Noshiro, Akita Prefecture. For the geological sequence used for the velocity structure model, three formations, i.e., Katsurane Formation, Funakawa Formation, and Onagawa Formation, were inputted in an order from the shallower depth on the basis of the depth structure profile obtained from the previous data. Ray tracing was calculated by means of the two-dot dashed line tracing method. For this method, amplitude as well as travel time of waves can be calculated at the same time. This was effective for grasping the magnitude of reflected wave on simulating the traced data. For the velocity structure model used in this study, existing data inputted were old, which limited the quantity of information. However, this model would sufficiently contribute to the verification of survey design and the determination of optimal layout. 1 ref., 3 figs.

  5. Generation of seismic base map using satellite images in the southern deltaic area, People`s Republic of Bangladesh; Eisei data ni motozuku jishin tansa base map no sakusei (Bangladesh nanbu delta no rei)

    Energy Technology Data Exchange (ETDEWEB)

    Kotera, Y [Japan Energy Corp., Tokyo (Japan); Ochi, M [Nikko Exploration and Development Co. Ltd., Tokyo (Japan); Hato, M [Earth Remote Sensing Data Analysis Center, Tokyo (Japan)

    1997-05-27

    Assuming a two-dimensional seismic survey in a mangrove jungle in the southeast part of People`s Republic of Bangladesh and trially making a basemap for the survey plan from images of satellites such as LANDSAT, the paper considered the use and marginal use in the case of using satellite remote sensing for such a use field. When utilizing water channels in the mangrove jungle in the southwest of Bangladesh and using the seismic survey method for shallow sea, it is important to grasp the distribution of channels in the planning stage of the survey. Satellite remote sensing data are extremely important for knowing the wide-regional information including factors of hourly variations. In the area for this survey, for directly recognizing the channel, it is good only if the difference in reflectance between water and substances except water is indicated in the image because of flatness of the topography. There was seen few difference in accuracy between the passive multispectral image and the active SAR image which is sensitive to topographical changes. 2 figs.

  6. Electric and VLF-MT survey of Tegatayama tunnel; Tegatayama tunnel no denki tansa oyobi VLF tansa

    Energy Technology Data Exchange (ETDEWEB)

    Nishitani, T [Akita University, Akita (Japan). Mining College

    1997-05-27

    To survey the structure at the depth between 20 and 30 m, field tests were conducted by means of vertical electric and VFL-MT (magnetotelluric) survey. Tegatayama tunnel has a total length of 276 m, width of 7.5 m, and height of 4.7 m, and the depth from the surface is about 28 m near the top of mountain. Near the tunnel, the thickness of surface soil is about 60 cm, which consists of clay soil including soft mudstone gravel. It was found that terrace deposit is distributed up to the depth of 8 m, and that mudstone is distributed below the depth of 8 m. Weighted four-electrode method was adopted for the vertical electrical survey. Measurements were conducted at the immediately above the tunnel, 10 m apart from the center of tunnel in the right and left, and 20 m apart from the center in the east. For the VLF-MT method, component of frequency 22.2 kHz was used. As a result of the tests, it was difficult to illustrate the existence of tunnel from the vertical electrical survey only at one point. Feature of the tunnel could be well illustrated by means of the VLF-MT method. 3 refs., 9 figs.

  7. Experiment of exploration using the active-faults exploration system; Katsudanso tansa system wo mochiita chika tansa jikken

    Energy Technology Data Exchange (ETDEWEB)

    Mikada, H; Sato, H; Iwasaki, T; Hirata, N [The University of Tokyo, Tokyo (Japan). Earthquake Research Institute; Ikeda, Y [The University of Tokyo, Tokyo (Japan). Faculty of Science; Ikawa, T; Kawabe, Y; Aoki, Y [JAPEX Geoscience Institute, Tokyo (Japan)

    1996-10-01

    A system for exploration of active-faults by seismic reflection profiling method was introduced at Earthquake Research Institute, University of Tokyo. A test-run was conducted to check the performance of this system at Ranzan, Saitama Prefecture. This paper describes the confirmed performance of mini-VIB as a wide band frequency seismic source, the quality of data obtained using a digital data acquisition system, and problems for data processing of fault exploration in the future. For the test-run at Ranzan, two-dimensional exploration was conducted by the quasi-three-dimensional data acquisition method using three geophones of 8 Hz, 28 Hz, and 40 Hz, simply arranged in parallel on the measurement line. Using an active seismic vibrator, mini-VIB, data acquisition of faults in the wide band frequency was achieved, which would result in the highly accurate imaging. Operation of data acquisition and processing systems is easy, and the system can be also used as a kind of black box. The existing methods are to be used sufficiently as a tool for imaging of faults. Further research for accumulating experience may become necessary toward the extension of the system expected in the future. 5 refs., 6 figs.

  8. Estimation of subsurface structures in a Minami Noshiro 3D seismic survey region by seismic-array observations of microtremors; Minami Noshiro sanjigen jishin tansa kuikinai no hyoso kozo ni tsuite. Bido no array kansoku ni yoru suitei

    Energy Technology Data Exchange (ETDEWEB)

    Okada, H; Ling, S; Ishikawa, K [Hokkaido University, Sapporo (Japan); Tsuburaya, Y; Minegishi, M [Japan National Oil Corp., Tokyo (Japan). Technology Research Center

    1997-05-27

    Japan National Oil Corporation Technology Research Center has carried out experiments on the three-dimensional seismic survey method which is regarded as an effective means for petroleum exploration. The experiments were conducted at the Minami Noshiro area in Akita Prefecture. Seismometer arrays were developed in radii of 30 to 300 m at seven points in the three-dimensional seismic exploration region to observe microtremors. The purpose is to estimate S-wave velocities from the ground surface to the foundation by using surface waves included in microtremors. Estimation of the surface bed structure is also included in the purpose since this is indispensable in seismic exploration using the reflection method. This paper reports results of the microtremor observations and the estimation on S-wave velocities (microtremor exploration). One or two kinds of arrays with different sizes composed of seven observation points per area were developed to observe microtremors independently. The important point in the result obtained in the present experiments is that a low velocity bed suggesting existence of faults was estimated. It will be necessary to repeat experiments and observations in the future to verify whether this microtremor exploration method has that much of exploration capability. For the time being, however, interest is addressed to considerations on comparison with the result of 3D experiments using the reflection method. 4 refs., 7 figs.

  9. Chronology of petroleum geophysics; Sekiyu butsuri tansa nenpyo

    Energy Technology Data Exchange (ETDEWEB)

    Kametani, T

    1996-10-01

    A table, chronology of petroleum geophysics in overseas and in Japan, has been prepared for the convenience of checking events, which are thought to be important as notable affairs in application, success, and technical innovation. In overseas, successes in the 1920s were remarkable, when the US modern geophysical exploration made a start. Successes in determining the position of exploratory drilling by means of the gravity torsion balance, fan shooting seismic refraction method, and seismic reflection method occurred one after another. The USA has kept its situation stably as the number one by the seismic reflection method occurred most lately, and its life has been further elongated by adopting digital techniques. The CDP technique which became to be used simultaneously, and the seismic sources without using explosives, such as vibro-seismic source and air gun, extended the success of digital techniques drastically. In the future, the progress of 3-D exploration technology is expected. In Japan, about 18 years lag in the seismic reflection method is observed when compared with the USA. Japan has provided leading techniques in the shallow layer seismic reflection method and S-wave exploration. 40 refs., 1 tab.

  10. Seismic risk assessment of building based on damaged database of 1995 Hyogoken Nanbu Earthquake; Hyogoken nanbu jishin no hisai database wo mochiita kenchikubutsu no jishin risk hyoka ni kansuru kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Suwa, H.; Nobata, A.; Seki, M. [Obayashi Corp., Tokyo (Japan)

    2000-01-10

    The objective of this paper is to evaluate a vulnerability function and a repair cost in terms of each structural damage level based on the damaged database of the 1995 Hyogoken Nanbu Earthquake. The seismic risk of a building in Kobe is calculated through the analytical results. As a result, the following are verified : 1. The expectation of vulnerability function, in which peak ground acceleration is taken for seismic intensity, is about 550 cm/s{sup 2} for minor damage, about 700 cm/s{sup 2} for moderate damage, and about 950 cm/s{sup 2} for major damage respectively. However, the coefficient of variation (C. O. V. ) is about 0.5 for all damage levels. 2. The expectation of repair cost per square meter is about 29000 yen for minor damage, about 60000 yen for moderate damage, and about 64000 yen for major damage respectively. However, the variation is very large, for example, the C. O. V. for repair cost varies from 1.2 to 1.6. 3. The seismic risk of a building in Kobe, that is normalized by new construction cost, is about three percent on condition that the design lifetime is assumed to be 50 years. (author)

  11. Lunar planetary exploration of Japan; Nippon no tsuki wakusei tansa

    Energy Technology Data Exchange (ETDEWEB)

    Haruyama, J. [Research Development Corporation of Japan, Tokyo (Japan)

    1996-05-01

    This paper describes lunar planetary exploration of Japan as a result of success in launching the H-II rocket. Under the cooperation between the Space Chemistry Research Institute (ISAS) of the Ministry of Education and the National Aerospace Development Association (NASDA), discussions have begun on launching an orbital satellite for lunar planetary exploration early in the 2000`s. The objective includes a study on origin and evolution of the moon, feasibility study on moon utilization, and learning the moon surface soft landing technology. Explorations on objects other than moon may be conceived by using such a large rocket as H-II. Exploration on living organisms on Mars may be one of them. Light emitting monitors that operate on the living organism dying identification method could be used on places where living organisms are likely to exist on Mars. Then, samples may be brought back, and it might be possible to pursue the mystery of life origin. A comet has no internal melting by heat as in planets, and keeps composing substances as they have been generated. In other words, it could be said a fossil in the solar system that retains initial substances in the solar system. Samples, if they can be brought back, could be keys to solve the mystery of the solar system formation. The Halley comet is said covered with organic substances. There is a theory that life originating substances on the earth were made on a comet, which were supplied to the earth as a result of collision.

  12. Application of geophysical methods to investigation of old castle, especially of the moat; Joshi no chosa ni okeru butsuri tansa no tekiyo (horiato no tansa)

    Energy Technology Data Exchange (ETDEWEB)

    Tanaka, A; Karube, F; Kobayashi, M; Toge, M [OYO Corp., Tokyo (Japan)

    1996-05-01

    An explanation is made about the application of geophysical methods to the investigation of the ruins of old castles especially of their moats. Techniques currently in use for exploration of the ruins of castles are mainly underground radar exploration and electric exploration. The underground radar method sends electromagnetic waves through the ground and receives the reflection for a high-precision exploration of the layers shallow in the ground. Therefore, this method is suitable for probing the ruins of castles relatively shallow in the flat land, hills, and mountains. The electric method (resistivity image method) do the probing by use of the two-electrode arrangement, performs inverse analysis on the basis of the obtained data for the determination of the underground resistivity distribution, and displays the distribution in an image easy to read. This method, when there is a great separation between the two electrodes, explores relatively deep into the ground. Thanks to this feature, this method is effective in probing relatively wide and deep ruins of moats, that is, the ruins of moats of castles built in later years, especially of those then filled with water. 2 refs., 5 figs.

  13. Localization of b-values and maximum earthquakes; B chi to saidai jishin no chiikisei

    Energy Technology Data Exchange (ETDEWEB)

    Kurimoto, H

    1996-05-01

    There is a thought that hourly and spacial blanks in earthquake activity contribute to earthquake occurrence probability. Based on an idea that if so, this tendency may appear also in statistical parameters of earthquake, earthquake activities in every ten years were investigated in the relation between locational distribution of inclined b values of a line relating to the number of earthquake and the magnitude, and the center focus of earthquakes which are M{ge}7.0. The field surveyed is the Japanese Islands and the peripheral ocean, and the area inside the circle with a radius of 100km with a lattice-like point divided in 1{degree} in every direction of latitude and longitude as center was made a unit region. The depth is divided by above 60km or below 60km. As a result, the following were found out: as to epicenters of earthquakes with M{ge}7.0 during the survey period of 100 years, many are in a range of b(b value){le}0.75, and sometimes they may be in a range of b{ge}0.75 in the area from the ocean near Izu peninsula to the ocean off the west Hokkaido; the position of epicenters in a range of b{le}0.75 seems not to come close to the center of contour which indicates the maximum b value. 7 refs., 2 figs.

  14. Interfaces in Social Innovation: an Action Research Story on a Tribal Women's Collective

    Directory of Open Access Journals (Sweden)

    Asha Banu Soletti

    2018-02-01

    Full Text Available This paper examines the nature of social interfaces that has emerged in the context of social innovations with vulnerable and marginalised tribal communities along the Tansa Reservoir in Maharashtra, India. This paper is part of a larger action research project that strives towards improving the livelihoods of tribal women through collectives such as self-help groups. The analysis presented in this paper pertains to the experiences of 13 tribal women who have come forward to form a self-help group to supplement their livelihoods. According to the tribal women, the collective spaces that the self-help group provide has itself been termed as innovation. In the above-mentioned context, this paper specifically examines the nature of diverse values and beliefs, interests, knowledge and power among different actors involved in promoting livelihood-based women’s collectives. It also explores the nature of response among tribal women to the intervention of outside experts in the day-to-day activities of their collective. The findings of this paper illustrate the discontinuities associated with the collective and specifically on the nature of frictions, disagreements and conflicts between actors, which are mediated and transformed at critical junctures. This signifies an underlying asymmetry between the knowledge systems of tribal women and outside experts respectively. Furthermore, this paper argues that if not properly nurtured, such innovative collective spaces can become sites of domination and agents for the perpetuation of mere socio-technical interest. Instead, the discourse of social innovation needs to be socially embedded within the issues of rights, recognition, representation and empowerment of those people who are vulnerable and marginalised in the society.

  15. Archaeological prospecting by DEF method; Denkai zansaho ni yoru iseki tansa

    Energy Technology Data Exchange (ETDEWEB)

    Kishikawa, H; Aono, T; Tanaka, T; Mizunaga, H [Kyushu University, Fukuoka (Japan). Faculty of Engineering

    1996-05-01

    A study is made of a newly-developed differential electric field (DEF) method, wherein potentials between potential electrodes equidistant from a current electrode is measured for directly detecting the secondary potential attributable to an anomalous-resistivity body. In this method, a current is fed into the ground from a point source C1, and four potential electrodes, two each on the X-axis and Y-axis, are provided equidistant from the point source C1 for the measurement of the potentials in the directions of X and Y. Numerical experiments and field experiments in a playground were conducted for this DEF method, and it was found that this method is effective in detecting an anomalous-resistivity bodies (ruins, etc.) situated in a homogeneous medium or in a horizontal multi-layer structure, is capable of displaying anomalous vectors enabling the estimation of the direction from the observation point of the anomalous-resistivity body, improves on work efficiency over the conventional mapping method, enables the estimation of the boundary of the anomalous-resistivity body on the basis of the peak of the anomalous electric field residue on the display, and that the obtained data can be easily processed by use of a personal computer on the site. 3 refs., 9 figs.

  16. Simulation model study of limitation on the locating distance of a ground penetrating radar; Chichu tansa radar no tansa kyori genkai ni kansuru simulation model no kochiku

    Energy Technology Data Exchange (ETDEWEB)

    Nakauchi, T; Tsunasaki, M; Kishi, M; Hayakawa, H [Osaka Gas Co. Ltd., Osaka (Japan)

    1996-10-01

    Various simulations were carried out under various laying conditions to obtain the limitation of locating distance for ground penetrating radar. Recently, ground penetrating radar has been remarked as location technology of obstacles such as the existing buried objects. To enhance the theoretical model (radar equation) of a maximum locating distance, the following factors were examined experimentally using pulse ground penetrating radar: ground surface conditions such as asphalt pavement, diameter of buried pipes, material of buried pipes, effect of soil, antenna gain. The experiment results well agreed with actual field experiment ones. By adopting the antenna gain and effect of the ground surface, the more practical simulation using underground models became possible. The maximum locating distance was more improved by large antenna than small one in actual field. It is assumed that large antenna components contributed to improvement of gain and reduction of attenuation during passing through soil. 5 refs., 12 figs.

  17. Characterization of earthquake fault by borehole experiments; Koseinai sokutei ni yoru jishin danso no kenshutsu

    Energy Technology Data Exchange (ETDEWEB)

    Ito, H; Miyazaki, T; Nishizawa, O; Kuwahara, Y; Kiguchi, T [Geological Survey of Japan, Tsukuba (Japan)

    1996-05-01

    A borehole was excavated to penetrate the Nojima fault at the Hirabayashi area, to investigate the underground structures of the fault by observation of the cores and well logging. The borehole was excavated from 74.6m east of the fault surface. Soil is of granodiorite from the surface, and fault clay at a depth in a range from 624.1 to 625.1m. Observation of the cores, collected almost continuously, indicates that the fault fracture zone expands in a depth range from 557 to 713.05m. The well logging experiments are natural potential, resistivity, density, gamma ray, neutron, borehole diameter, microresistivity and temperature. They are also for DSI- and FMI-observation, after expansion of the borehole. The well logging results indicate that resistivity, density and elastic wave velocity decrease as distance from fault clay increases, which well corresponds to the soil conditions. The BHTV and FMI analyses clearly detect the fault clay demarcations, and show that elastic wave velocity and BHTV results differ at above and below the fault. 3 refs., 3 figs.

  18. Subsurface geology by shallow seismic reflection survey and microgravity survey in Kobe area; Senso hanshaho danseiha tansa oyobi seimitsu juryoku tansa ni yoru Kobe chiiki no chika chishitsu

    Energy Technology Data Exchange (ETDEWEB)

    Endo, H; Makino, M; Murata, Y; Watanabe, S [Geological Survey of Japan, Tsukuba (Japan)

    1996-05-01

    This paper reports discussions on subsurface structure of the Kobe area by means of microgravity survey. A Bouguer anomaly distribution graph was obtained (which is close to a near straight line) by measuring the gravity at measurement points with an interval of about 25 m along a traverse line (with a total length of about 1.7 km) in an approximately NNW-SSE direction crossing the downtown of the city of Kobe. Viewing the residuals to a straight line linking the values at both ends of the traverse line revealed that the gradient in the Bouguer anomaly distribution changes as if it is bent at a point near the center of the traverse line as a boundary. Deriving the residuals from fine changes seen in a distribution graph for the residuals made clear that this residual distribution has two discontinuous points. The paper indicates that the bending point in the former case corresponds to a reverse fault in a base bed of a flat land as compared with the result of model calculation on the base structure and gravity distribution. The discontinuous points in the latter case agree with positions of fault distribution derived by a reflection elastic wave survey. 6 refs., 4 figs.

  19. Estimation of a subsurface structure by using shallow seismic engineering exploration system with multiple function (SWS); Takino danseiha tansa sochi (SWS) ni yoru senbu chika kozo tansa ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Liu, Y [Beijing Shuidian Research Institute of Geophysical Surveying, Beijing (China); Ling, S [Nihon Nessui Corp., Tokyo (Japan); Okada, H [Hokkaido University, Sapporo (Japan)

    1997-10-22

    The Beijing Shuidian Research Institute of Geophysical Surveying has performed ocean seismic exploration in the area where the Fujian Pingtan bridge was planned to be constructed. The elastic wave exploration device is of a multi-functional type. The device has functions of acquiring, processing and analyzing data in seismic exploration using the reflection method, and can visualize subsurface conditions at the same time as performing the exploration. The planned bridge building area spans over a sea area of about 3500 m long with water depths from several meters to 30 meters. The foundation bed consists of dacite lithologic tuff and granodiorite. The seal level varies from 4.0 m to 4.8 m between high and low tides. According to the result of other measurements, the elastic wave propagation velocities of the sea water were found from 1475 to 1485 m/s, and the elastic wave propagation velocities at the surface bed of the sea bottom were from 1550 to 1700 m/s. The exploration used a workboat which moves at a constant speed while maintaining the offset between a transmitting source and a receiving source constant, executing vibration transmitting, receiving and recording all on the sea. The result of the exploration revealed that neither obstacles such as sunken ships nor marks of occurrence of ocean bottom landslides were present. 1 ref., 5 figs.

  20. Excitation of tsunami by a pure strike-slip earthquake. ; Izu Oshima kinkai earthquake tsunami on Feb. 20, 1990. Yokozure danso jishin ni yoru tsunami no reiki. ; 1990 nen 2 gatsu 20 nichi Izu Oshima kinkai jishin tsunami

    Energy Technology Data Exchange (ETDEWEB)

    Abe, K. (Nippon Dental University, Tokyo (Japan). Niigata Junior College); Okada, M. (Meteorological Research Institute, Tsukuba (Japan))

    1993-06-24

    A numerical experiment was performed to reproduce the tsunami from the Izu-Oshima Kinkai Earthquake which occurred on February 20, 1990, using a tsunami excited by a pure strike-slip fault. An existence of a vertical fault with a length of 15 km and a width of 12 km was hypothesized in the south-north direction on the ocean bottom around the focal region. Then, a tsunami was assumed to have been excited when the fault was given a side-slip movement to create discrepancies of 1 m in the fault. Water level change for one hour after onset of the tsunami was calculated in one-second interval in each unit square with a side length of 1 km over an ocean area of 200 km from east to west and 150 km from north to south centering on the wave source. The results obtained from the calculation were harmonious with tsunami waveforms observed at five stations in the subject region and their spectral analytic results. Reproduced were the two predominant frequencies commonly observed at more than two stations, and difference in predominant cycles that appear according to azimuths of the observation points to the epicenter. These facts endorse the reasonability of the above hypothesis. 9 refs., 11 figs.

  1. Application of the electric discharge logging system; Hodenshiki jiban tansa system no tekiyo

    Energy Technology Data Exchange (ETDEWEB)

    Kudo, K; Yasuda, N [Tokyo Electric Power Co. Inc., Tokyo (Japan); Kuniyasu, T; Kanda, K; Naito, Y; Tanaka, T

    1997-10-22

    In the process of developing an electric discharge logging system, the advantage over other methods has become clear of P-wave initial amplitude damping coefficient analysis which is accomplished by measuring P-wave velocity in a hard rockbed and examining oscillation receiver bone sensitivity on the spot. In the hope of furthering the advantage, attention is paid to cracks in the rockbed that are deemed to influence damping, and the measurements by the subject system are compared with BSS measurements recorded at a K underground power station. The results of the analysis of P-wave initial amplitude damping coefficients, determined by the electric discharge logging system operated in a measuring hole provided in the cavity accommodating the station main equipment, disclose that there exists a high-coefficient region deeper in the ground where a part of the rockbed is weak. That is, it is inferred that the wide-range variation in damping coefficient detected at levels deeper than the 20.5m-deep hole dug in the arch enlargement corresponds to looseness in the rockbed. Cracks in the BSS records are grouped by aperture width, inclination angle, and strike. The rate of contribution to P-wave initial amplitude damping of each class of cracks is accepted as what shows the geological conditions surrounding the station for the formulation of schematic diagrams exhibiting cracks along the W-E axis and N-S axis. 4 refs., 15 figs.

  2. Groundwater exploration by self-potential method; Shizen den`iho ni yoru chikasui tansa

    Energy Technology Data Exchange (ETDEWEB)

    Onaru, I; Irie, S; Mizunaga, H; Ushijima, K [Kyushu University, Fukuoka (Japan). Faculty of Engineering

    1997-05-27

    This paper describes results measured from the field experiments and data analysis of the groundwater exploration by self-potential method. The field survey was conducted in the vicinity of spring water source in the suburbs of Fukuoka City. For the field experiments, potential differences from the standard potential electrode set at the distance about 200 m were measured at multi-points, simultaneously. For the laboratory experiments, assuming that the groundwater flows in a permeable layer, streaming potential change was observed against the changes of flow rate and electrical conductivity. Thus, the generation of streaming potential was investigated. For the experiment using specimens obtained at the spring water source, the potential changed to negative and was stabilized in around -80 mV after 15 minutes. Numerical simulation was conducted by means of the three-dimensional finite difference method using parameters obtained from the laboratory experiments. From these results, the groundwater flow image could be obtained. It was also confirmed that the self-potential observed in the spring water source area was caused by the streaming potential. 11 refs., 9 figs.

  3. Denchuken review. Prospecting and visualization technology; Denchuken review. Chika no tansa kashika gijutsu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-05-30

    This paper introduces the prospecting and visualization technology cultivated in Denchuken (Central Research Institute of Electric Power Industry). The fluctuations in underground gas, underground water, gravity, terrestrial magnetism, and terrestrial current are information from the earth. The change in underground structure, underground water movement, and underground properties can be grasped using this information. With the progress of electronic engineering, a geophysical exploration method has been rapidly developed in recent years. This method is the most advanced technology in many ground examination methods. In the Denchuken, the following methods have been put to practical use between the shallow section of several meters under ground and the deep section of several kilometers. An underground radar method, seismic prospecting method, electrical prospecting method, CSAMT method that estimates the position of geothermal sources or faults by electromagnetic waves, TDEM method, and AE method that destroys the rock at the depth of the ground and detects by slight sound. Moreover, a geotomography method that can visualize the ground depth in precision using a bore hole by nondestruction executes the tomography based on specific resistance, elastic waves, electromagnetic waves, and percolation. 127 refs., 94 figs., 4 tabs.

  4. Fault analysis in the very shallow seismic reflection method; Gokusenso jishin hanshaho ni okeru danso kaiseki. 1

    Energy Technology Data Exchange (ETDEWEB)

    Nagumo, S; Muraoka, S; Kaida, Y; Takahashi, T [OYO Corp., Tokyo (Japan)

    1996-10-01

    To effectively use the very shallow seismic reflection for active fault survey, a method has been investigated by which fault structures can be appropriately reconstructed from the fault information detected in the original records. The first step of reconstructing the fault system from the travel time reflection curve was to grasp an outline of fault structure from the patterns of travel time curve observed in the original record. For the very shallow seismic reflection method, especially, the low velocity layers in a shallow part succeeding from the ground surface made the issue complicated. Then, the travel time reflection curves were calculated in the case of existing several horizontal reflection surfaces in the surface layer. The constant values, mean velocities to the depth at individual reflection surfaces were used for the approximation of velocities. The outline of fault structure was grasped from the observation of original record. Then, the structure was reconstructed from the travel time curves. When the mean velocity in the medium was known, reconstruction of the feature of reflection surfaces from the travel time curves could be determined by simple mapping. When the mean velocity was unknown, it was calculated using the reciprocal travel time from the common reflection surface for individual reflection surfaces. 7 figs.

  5. High resolution CSMT method for shallow structure; Senjo ochi ni okeru kobunkaino denjiho tansa

    Energy Technology Data Exchange (ETDEWEB)

    Yamane, K; Takasugi, S [GERD Geothermal Energy Research and Development Co. Ltd., Tokyo (Japan); Inazaki, S [Geological Survey of Japan, Tsukuba (Japan); Sasaki, Y

    1997-10-22

    Electromagnetic exploration methods and seismic reflection methods are conducted for the study of applicability of geophysical exploration to shallow layer geological survey. In the study, four north-south traverse lines are set in 400mtimes200m grassland. Tensor type CSMT methods are employed, a CSMT method using 96kHz-1kHz artificial magnetic fields and an MT method using 1kHz-10kHz natural magnetic fields, for the determination of resistivity distribution in the ground. Distributed in the site are a surface layer composed of gravel-containing sand and silt, andesitic fractured lava, and massive andesite, and the exploration reaches several tens of meters below the surface. The results of CSMT measurements are found to be in agreement with reflection profiles acquired simultaneously with these CSMT measurements. It is found, furthermore, that CSMT profiles help identify reflection waveforms in a domain where reflection is obscure. It is also found that electromagnetic methods are effective in fault logging because they are very sensitive to porosity, or the amount of pore water, which is higher in a domain with subsurface cracks than in the neighborhood without cracks. 1 ref., 4 figs.

  6. Features of the electric discharge logging system; Hoden hoshiki jiban tansa system no tokucho

    Energy Technology Data Exchange (ETDEWEB)

    Kudo, K; Yasuda, N [Tokyo Electric Power Co. Inc., Tokyo (Japan); Kuniyasu, T; Kanda, K; Tanaka, T

    1997-10-22

    Logging system has been developed, which performs discharge in the water in a bore hole relatively small in diameter. The part of this system to operate in the hole consists of an oscillator that triggers off discharge in the water and an oscillation receiving set that utilizes electrostriction proper to ceramics. The groundborne part of the system is comprised of a probe lift control and logging control. The logging process is carried out by causing discharge in the water in a bore hole filled with water. The energy generated by the oscillator is far greater than that produced in the sonic logging or suspension type logging method, and the wave generated and propagated in the hole is received by the receiving set in the same hole. The result indicates that the P-wave velocity in a hard rockbed is rather high and that values obtained on the spot by this system is quite similar to those obtained from the core sample from the hole. In the case of a rock bed abundant in cracks, thanks to the high S/N ratio such a bed presents and the merits of digital recording, investigations can be minutely conducted. The merit of this system is found in that it can damp the amplitude in dealing with the data collected on the spot. 3 refs., 7 figs.

  7. Refraction experiment in the Kobe-Hanshin area; Kobe Hanshin kan ni okeru kussetsuho tansa

    Energy Technology Data Exchange (ETDEWEB)

    Koketsu, K [The University of Tokyo, Tokyo (Japan). Earthquake Research Institute

    1996-05-01

    The refraction experiments were conducted to investigate the underground structures reaching the basement by analyzing the results of the artificial earthquakes the explosion earthquake research group produced in City of Kobe and the Hanshin District on December 12 to 15, 1995. Considering that noise level can exceed 1 mkine in an urban area even in the mid-night, the courses of traverse were drawn focusing on Points S2 through S4 and U1. The earthquake waves from Points S2 through S4 are generally low in amplitude. However, the major components of the signals have a dominant frequency exceeding 10Hz, which makes them distinguishable from urban noise having a lower frequency, contrary to the previous indication that such a low-amplitude wave might not be distinguishable. On the other hand, the signals from the explosion at Point 4 in Awaji Island cannot be distinguished in the urban area, even on the nearby course of traverse D. At present, the analytical group is organized to read various phases running and analyze the P-velocity structures. 2 refs., 10 figs., 1 tab.

  8. Intermediate earthquakes in a northern part of the Kyushu-Ryukyu arc. Kyushu-Ryukyu kohokubu iki no shoshinpatsu jishin

    Energy Technology Data Exchange (ETDEWEB)

    Kakuta, T.; Miyamachi, H.; Takagi, A. (Kagoshima Univ., Kagoshima (Japan). Faculty of Science)

    1991-06-24

    Great improvement has been made in the reduction of errors in the detection accuracy of intermediate earthquake epicenters, particularly of longitude and focal depth, by the analysis of data obtained by the observation network of Kagoshima University deployed for the purpose of observing regional seismic activities in the southern part of Kyushu. The epicenters are redetermined by adding the data observed by Fukuoka Meteorological Observatory to study the source distribution mainly. A chain of earthquakes at the depths from 119km to 177km in a vertical zone from Kaimon-dake volcano to the south and a chain of events branched off from the cluster towards Sakurajima volcano are observed. It is plausible that the existence of these seismic activities in the peripheral areas immediately below volcanos is associated with the supply of volcanic energy in Kyushu. Seismicity gaps of intermediate earthquakes are also noticeable phenomena. Although the number of earthquakes is not enough for the establishment of theories for seismic activities and seismicity gaps in the northern part of the Kyushu-Ryukyu arc, regional features are found out which is considered to be related with the characteristic thermal activity in the area of plate dipping at high angle. 27 refs., 13 figs.

  9. New seismic source `BLASTER` for seismic survey; Hasaiyaku wo shingen to shite mochiita danseiha tansa

    Energy Technology Data Exchange (ETDEWEB)

    Koike, G; Yoshikuni, Y [OYO Corp., Tokyo (Japan)

    1996-10-01

    Built-up weight and vacuole have been conceived as seismic sources without using explosive. There have been problems that they have smaller energy to generate elastic wave than explosive, and that they have inferior working performance. Concrete crushing explosive is tried to use as a new seismic source. It is considered to possess rather large seismic generating energy, and it is easy to handle from the viewpoint of safety. Performance as seismic source and applicability to exploration works of this crushing explosive were compared with four kinds of seismic sources using dynamite, dropping weight, shot-pipe utilizing shot vacuole, and impact by wooden maul. When considered by the velocity amplitude, the seismic generating energy of the crushing explosive of 120 g is about one-fifth of dynamite of 100 g. Elastic wave generated includes less high frequency component than that by dynamite, and similar to that using seismic source without explosive, such as the weight dropping. The maximum seismic receiving distance obtained by the seismic generation was about 100 m. This was effective for the slope survey with the exploration depth between 20 m and 30 m. 1 ref., 9 figs., 2 tabs.

  10. Development of measurement apparatus for high resolution electrical surveys; Komitsudo denki tansa sokuteiki no kaihatsu

    Energy Technology Data Exchange (ETDEWEB)

    Moriuchi, H; Matsuda, Y; Shiokawa, Y [Sumiko Consultants Co. Ltd., Tokyo (Japan); Uchino, Y [Cosmic Co. Ltd., Tokyo (Japan)

    1996-05-01

    For the enforcement of the {rho}a-{rho}u survey method which is a type of high-density electrical survey, a multichannel resistivity measuring instrument has been developed. This instrument, in addition to the above, conducts resistivity tomography and various other kinds of high-density electrical survey. A potential produced by a low frequency rectangular current of 1Hz or lower outputted by the transmitter of this instrument is received and measured by the receiver connected to electrodes positioned at 100 or less locations. The receiver comprises a scanner that automatically switches from electrode to electrode, conditioner that processes signals, and controller. A transmitter of the standard design outputs a maximum voltage of 800V and maximum current of 2A, making a device suitable for probing 50 to several 100m-deep levels. The receiver is operated by a personal computer that the controller is provided with. The newly-developed apparatus succeeded in presenting high-precision images of the result of a {rho}a-{rho}u analysis for an apparent resistivity section and of the underground structure, verifying the high quality of the data collected by this apparatus. 10 refs., 5 figs., 1 tab.

  11. Array TDEM survey at the Yufuin fault; Yufuin danso ni okeru array shiki TDEM tansa

    Energy Technology Data Exchange (ETDEWEB)

    Mogi, T [Kyushu University, Fukuoka (Japan). Faculty of Engineering; Tanaka, Y; Fukuda, Y [Kyoto University, Kyoto (Japan). Faculty of Science; Jomori, N [Chiba Electric Research Institute Co., Chiba (Japan)

    1996-10-01

    The array arrangement of receivers was studied to improve the resolution of LOTEM (long offset transient electromagnetics) survey. To eliminate the effect of underground structure from a source to a receiving point, continuous array arrangement from a source site is desirable. The survey at the Yufuin fault was carried out by arranging TEM receivers at intervals of 100m from the source. Since the synchronization between transmitting and receiving points by high-precision clock is essential, an amplifier for a flux gate magnetometer capable of measuring at four points at the same time was used. In the south plateau of the Yufuin basin, a relatively high resistivity stratum more than several tens ohm m exists at depth less than several hundreds meter, and a low resistivity stratum less than 10 ohm m exists under that. Those boundary depth increases toward the north up to 950m, and the depth subsequently decreases toward the north until the low resistivity stratum disappears. In addition, the uniform stratum of 1000m deep continues toward the north. Such precise resistivity structure around the fault was obtained by dense arrangement of measuring points. 4 refs., 7 figs.

  12. Near-field ground-motion intensity related to displacement of objects; Chokka jishin ni yoru buttai no ido to jishindo tsuyosa

    Energy Technology Data Exchange (ETDEWEB)

    Omachi, T. [Tokyo Institute of Technology, Tokyo (Japan)

    1995-01-01

    Examples of object displacement due to the earthquake in Japan were reversely analyzed. The example of stone jumping in 1984 was studied. Because of soft ground, the characteristic period can be detected by composing a spring system of stone (as a mass) against the ground. As the phenomenon is considered as seismic response, the following facts were known through vibrational test and numerical analysis simulation: the stone jumping is a non-linear response, and depends upon the period and amplitude of input. Its distance is influenced by the horizontal movement. To make the stone jump, the component of which the period is 0.3 to 1.0 sec is dominant with the necessary acceleration of 1.5g. A bell tower weighing 5t in total was displaced 1m by the earthquake in 1909. A model test was conducted by measuring the characteristic period of ground and bell tower. It was known that not the vibration in the direction of beams, but the stronger vibration than 0.1g in the diagonal direction made the pillars jump. The earthquake in 1930 made an exhibited torpedo slide and leave its frictional marks. Through the simulation conducted, it was presumed that the first and succeeding frictional marks were marked by the P-wave and S-wave, respectively, and that the seismic duration was almost 10 sec with the acceleration of 1.3 to 2g. 11 refs., 10 figs., 1 tab.

  13. Magnetotelluric (MT) surveying in the Kakkonda geothermal area; Kakkonda chinetsu chiiki deno MT ho tansa jikken

    Energy Technology Data Exchange (ETDEWEB)

    Ogawa, Y; Takakura, S [Geological Survey of Japan, Tsukuba (Japan); Uchida, T [New Energy and Industrial Technology Development Organization, Tokyo, (Japan)

    1997-05-27

    This paper describes the MT surveying conducted at the vicinity of a deep well (WD-1) in the Kakkonda geothermal area. For the MT surveying, the interval between measuring points was 300 m. Electric field dipole with a length of 300 m was given in the direction of traverse line, and that with a length of 50 m was given in the direction perpendicular to the line. Three components of magnetic field were measured using induction coil. Frequency band of the data was between 0.0005 Hz and 300 Hz. Characteristics of specific resistance model obtained from the MT surveying were illustrated. Low specific resistance zone less than 30 ohm-m was observed in the shallow zone below the altitude 0 m. This zone was comparable to the distribution of montmorillonite. High specific resistance anomaly was analyzed at the western half of the traverse line in the altitude between 0 m and -2000 m, which corresponded to the collective part of focuses. The bottom surface of the anomaly agreed well with the upper surface of neo-granite, i.e., the lower limits of earthquakes. Low specific resistance was observed in the altitude below -2000 m. 17 refs., 5 figs.

  14. Data processing for the mise-a-la-masse survey; Ryuden den`iho tansa no data shori

    Energy Technology Data Exchange (ETDEWEB)

    Hashimoto, K; Mizunaga, H; Ushijima, K [Kyushu University, Fukuoka (Japan). Faculty of Engineering; Kaieda, H [Central Research Institute of Electric Power Industry, Tokyo (Japan)

    1996-10-01

    Data processing method was studied for mise-a-la-masse survey. Mise-a-la-masse method using wells as current sources measures resultant ground surface potential difference, and detects underground local resistivity anomaly. To extract resistivity anomaly largely different from surroundings, the anomaly is extracted as difference between the estimated value of regular resistivity structure (background) and potential difference or apparent resistivity. The following three approximations were attempted to estimate the background: the theoretical equation assuming isotropic homogeneous resistivity structure, that assuming horizontal multi-layered structure and the exponential function of distance from linear electrode for apparent resistivity, and these were compared with each other by numerical model experiment. The data processing method which determines the resistivity structure of the background and the residual of apparent resistivity distribution by inversion analysis using the above second equation, could precisely extract local resistivity anomaly, and estimate the depth distribution of resistivity. 5 refs., 10 figs., 2 tabs.

  15. Study on spontaneous potential exploration considering resistivity structures; Hiteiko kozo wo koryoshita shizen den`iho tansa

    Energy Technology Data Exchange (ETDEWEB)

    Sato, H; Sakurai, K; Shimada, H [OYO Corp., Tokyo (Japan)

    1996-10-01

    Spontaneous potential (SP) was measured on the known traverse line of resistivity structure crossing Hanaori fault in Ohara area, Kyoto city to observe change in SP around the fault and to examine the possibility of fault position exploration. The supposed causes of generation of SP are as follows: the existence of sulfide mineral deposit including polarized minerals, underground fluid flow, and the existence of stratum including chemical compositions from hot springs. The SP method estimates underground structures based on measured surface potential distributions using DC component under anomaly of SP. FEM modeling clarified that a fault fracture zone is one of the causes of generation of SP, by considering SP measurement and resistivity structure strongly affecting observed SP. Consequently, combination of SP measurement with resistivity structure exploration allows a reliable fault estimation method. Under the assumption that anomaly of SP is caused by polarization around fault, the horizontal dipole model based on polarization of current source dipole along fault can well explain the measured data. 2 refs., 6 figs.

  16. Application of EM tomography to detect a buried pipe; EM tomography no maisetsukan tansa eno tekiyorei

    Energy Technology Data Exchange (ETDEWEB)

    Sakashita, S [OYO Corp., Tokyo (Japan)

    1996-10-01

    EM tomography was applied to detect buried pipes. Underground radar exploration method is limited to 10m in depth. Positive use of bored holes is desirable, and in such case, magnetic logging based on the magnetic susceptibility (MS) contrast between buried body and surrounding ground is effective. The primary magnetic field is generated by coil current, and the secondary one is generated by the primary one responding to foreign bodies in the ground. Since the measured primary magnetic field of low frequency within 10Hz can be treated as static magnetic field responding to MS in the ground, it is useful to determine MS distributions. Since the measured magnetic field of high frequency within 100kHz can be treated as induction field responding to conductivity in the ground, it is useful to determine resistivity distributions. The EM tomography which can image both above distributions by using electromagnetic wave in a wide frequency range, was applied to detect buried pipes. The EM tomography could detect an buried foreign body of 3m in diameter at 10m in distance between bored holes. The theoretical equation for analysis was also derived. 5 refs., 9 figs., 1 tab.

  17. Experimental study on buckling and ultimate strength of thin-walled box stub columns; Usuniku hakogata danmen buzai no zakutsu / shukyoku kyodo tokusei ni kansuru jikkenteki kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Nakai, H.; Kitada, T. [Osaka City Univ. (Japan); Oryu, T. [Kawasaki Heavy Industries Ltd., Kobe (Japan)

    1998-10-21

    Thin-walled box stub columns such as beams of cable-stayed bridge, suspension bridge tower, arch rib of arch bridge and steel piers and so forth can also bear torsion at the same time besides compression and bending. These thin-walled box stub columns may achieve ultimate condition before reaching to plastic condition due to the effect of local buckling and so forth. Accordingly, it is the important topic to study the properties regarding ultimate strength of thin-walled box members in order to evaluate correctly the effect on load bearing resistance of local buckling. In this report, validity of load bearing resistance curve and ultimate strength interaction curve proposed by authors was studied using load bearing capacity experiment results. As a result, all ultimate strengths obtained by the experiment were higher than the ultimate strengths estimated by load bearing capacity curve and ultimate strength interaction curve. Further, it was revealed that the specimens subjected to torsion or subjected to bending and torsion and so forth exceeded the plastic strength due to the effect of strain hardening. 12 refs., 14 figs., 4 tabs.

  18. Application of the seismic survey ahead of tunnel face; Danseiha wo mochiita kiriha zenpo tansa no tekiyo

    Energy Technology Data Exchange (ETDEWEB)

    Nagai, S; Nakajima, N [JDC Corporation, Tokyo (Japan)

    1997-10-22

    Measurements have been made in a water channel tunnel having a small diameter and shallow earth covering, by using a tunnel seismic prediction (TSP) system to predict the nature of soil up to about 150 meters ahead of a face, which uses reflection method elastic waves. The water channel tunnel has a diameter of 2.8 m, and extends over a total distance of 706 m. The nature of soil at the face is composed of rocks, in which dark gray and hard striped phthanites are distributed and joint interval is about 20 cm. The measurements were performed on 24 vibration holes with hole interval of about 1.5 m using an explosive of 50 grams per hole. Diffraction stack processing method was used to execute the analysis. As a result of the discussions, a point changing from hard to soft soil was predicted at a point 18 m ahead of the face, and a point changing from soft to hard soil at a point 70 m ahead of the face. The changing point for the soil nature as observed by drilling showed a discrepancy of 10 m at the point changing from hard to soft soil as compared with the prediction derived by using the TSP exploration. No discrepancy was recognized in the point changing from soft to hard soil. The discrepancy is thought to have been caused from the geological change in the explored area being moderate and the lithofacies being free from change. 8 figs., 2 tabs.

  19. Seismic reflection survey of the Uemachi fault in Osaka Prefecture; Osaka Uemachi danso no hanshaho danseiha tansa

    Energy Technology Data Exchange (ETDEWEB)

    Sugiyama, Y [Geological Survey of Japan, Tsukuba (Japan); Yoshizawa, M; Hirooka, S [Nikko Exploration and Development Co. Ltd., Tokyo (Japan); Yokota, H; Ito, S [Hanshin Consultant Co., Osaka (Japan); Hayashi, K; Aizawa, H

    1997-05-27

    Reflection survey is conducted using three traverse lines in Sakai City for confirming the presence of a southward stretch of the Uemachi fault underground along the western periphery of the Uemachi terrace, Osaka, and for elucidating its connection to the Sakamoto fault distributed near Izumi. Another reflection survey is conducted in the bed of Kanzaki river, Osaka, for the confirmation of its connection to the Nembutsuji-zan fault in Senri hillock. It is estimated on the basis of boring data that there exists another flexural structure approximately 3km south of the flexural structure whose presence is confirmed by the Sakai second traverse line. Accordingly, possibilities are high that the southward stretch of the Uemachi fault connects to the Sakamoto fault. The confirmation by the Kanzaki river traverse line of the flexural structure again confirms the continuity between the Uemachi fault and Nembutsuji-zan fault. The above-said findings enable an inference that the three faults of Nembutsuji-zan, Uemachi, and Sakamoto constitute a chain of active faults. Furthermore, there exists an active fault to the south of the Sakamoto fault, which zigzags to the south on the right-hand side as far as the south of the Kumeda pond. Accordingly, the Uemachi fault system as a whole spans approximately 43km from the northern end of the Nembutsuji-zan fault as far as the south of the Kumeda pond. 5 refs., 6 figs.

  20. Electromagnetic wave survey on voids behind waterway channel lining; Suiro kaikyo sokuheki haimen kudo no denjiha tansa

    Energy Technology Data Exchange (ETDEWEB)

    Koitabashi, H [Tokyo Electric Power Co. Inc., Tokyo (Japan); Inagaki, M

    1996-10-01

    Voids behind lining were surveyed by applying electromagnetic wave reflection method to the waterway channel of a hydraulic power plant. Since waterway channel lining is ranged from oblique to vertical direction, voids are hardly formed. However, formation of voids or cavities behind lining is supposed such as voids between ground and lining due to change with time or consolidation settlement, and voids due to soil loss. Electromagnetic radar reflection suggesting continuous void was observed behind terrace concrete lining. As the result of core boring, thin continuous void of 2-5cm thick and more than 100m long was found. This was possibly formed by consolidation settlement for a long time. In some sites, continuous void signal was observed at the upper part of side walls although this signal was smaller than that at the upper part of a terrace. This continuous cavity of 10-20cm thick and 20m long was different from voids, and unevenly distributed at the upper part of an open channel along flowing surface with large flow rate. In addition, it is necessary to clarify the relation to cracks. 2 refs., 4 figs.

  1. Fatigue strength of the joint between diaphragms and longitudinal ribs in box section girders; Hako danmen keta no diaphragm to shita flange tateribu no kosabu no hiro kyodo

    Energy Technology Data Exchange (ETDEWEB)

    Miki, C.; Shiozaki, M.; Takeishi, K. [Tokyo Institute of Technology, Tokyo (Japan). Faculty of Engineering; Ohashi, H. [Honshu-Shikoku Bridge Authority, Tokyo (Japan)

    1997-04-21

    Discussions were given on crossing joints of diaphragms on hanger fixing sections and U-ribs on lower flanges in reinforcing box girders of a suspension bridge, as to their local stress generating behavior and effects of cope holes on fatigue strength. The test pieces have dimensions and shapes modeling the crossing joints, and the steel materials are SM490YA for upper and lower flanges and webs, and SS400 for U-ribs. The loading test was performed with four-point bending and at loading amplitudes of 30 to 45 tf. Furthermore, stress analysis was conducted by using the finite element method. The following conclusions were obtained as a result: local stress at cope hole tips decreases and fatigue strength increases with the smaller the cope hole diameter; when the cope holes are back-filled completely, deformation is concentrated on welds of the U-ribs and the flanges, generating high local stress; this reduces significantly the fatigue strength of details having no cope holes; and no particular differences are found on effects of boxing of the cope hole tips on the fatigue strength. 7 refs., 10 figs., 3 tabs.

  2. Preliminary study of airborne electromagnetic survey using grounded source; Chihyo source gata kuchu denji tansa no kisoteki kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    Mogi, T [Kyushu University, Fukuoka (Japan). Faculty of Engineering; Shimoizumi, M [Kitakyushu Polytechnic College, Kitakyushu (Japan); Kusunoki, K [Central Research Institute of Electric Power Industry, Tokyo (Japan); Morikawa, T [Dowa Engineering Co. Ltd., Okayama (Japan); Jomori, N [Chiba Electronics Research Institute, Chiba (Japan)

    1996-05-01

    For the development of an airborne electromagnetic prospecting method capable of deeper exploration, a basic study was made about a system wherein a transmitter (source) is positioned on the ground and the receiving is done in the sky. Even in case of this airborne electromagnetic method, the TDEM method is supposedly advantageous over others as in case of groundborne exploration. In the study, the transient response of an airborne vertical magnetic field to a horizontal layered structure was calculated. The current source was 2000m long with a capacity of 30A. The one-layer structure was a 10 Ohm m semi-infinite ground, and the two-layer structure had a 100 Ohm m structure just under the one-layer structure. The result of the calculation suggests that, in the absence of a layer of extremely low resistivity, observation of an approximately 1 second long transient response aboard a helicopter flying at approximately 50km/h will enable an approximately 1000m deep exploration. Problems to affect airborne observation, such as swinging, natural magnetic field fluctuation, and artificially produced noises were investigated by use of a magnetometer suspended from a helicopter in flight. 2 refs., 6 figs.

  3. Fracture mapping in rock slope using geophysical instruments; Butsuri tansa ni yoru ganban shamennai no kiretsu bunpu hyoka

    Energy Technology Data Exchange (ETDEWEB)

    Kurahashi, T; Inazaki, T [Public Works Research Institute, Tsukuba (Japan); Watanabe, S [Geological Survey of Japan, Tsukuba (Japan)

    1997-05-27

    An attempt was made to visualize distribution of cracks in a rock slope by applying geophysical survey onto a rock slope. Geophysical logging and seismic survey using the reflection method were used as the methods for the geophysical survey. The rock slope subjected to the survey is located in a gorge along the Yoshino river in Yamashiro Town, Tokushima Prefecture. The slope has a width of 25 m and a height of 30 m. Its overhang in a nose form may has a possibility of causing collapse due to sliding. Cracks developed by horizontal schistosity were detected by performing geophysical logging on VSP, calipers, natural gamma-ray spectra, temperature and borehole in a borehole drilled vertically from the top of the slope. The seismic survey using the reflection method detected the cracks by emphasizing joints in the perpendicular direction. A possibility was shown to visualize the crack distribution with high resolution by using the above geophysical survey on the rock slope. In order to detect the crack distribution with still higher resolution, development into a three-dimensional exploration in the future is desired, not to speak of improvement in signal receivers, and discussions on geometry. 1 ref., 6 figs.

  4. Seismicity and volcanic activity in Japan based on crustal thermal activity. 1; Chikaku no netsukatsudo ni motozuku Nippon no jishin kazan katsudo. 1

    Energy Technology Data Exchange (ETDEWEB)

    Hayakawa, M [Tokai Univ., Tokyo (Japan). School of Marine Science and Technology

    1996-05-01

    This paper describes the following matters about correlation between seismic and volcanic activities and thermal energy. Investigations on the status of seismic and volcanic activities in the Japanese archipelago during about 400 years in the past reveals the following matters: noticing earthquakes with magnitudes of upper M6 to about M7, flows of energy going outward from deep crust of the earth repeat ups and downs, whereas several prominent rising periods having certain time widths can be seen; volcanic activities are included in the rising period at the same rank as seismic activities; with regard to years 1900 and on, the similar fact can be seen if the Japanese archipelago is divided into a north portion, a south portion, and an extremely south portion southern than the Hiuga area; and the present time is going toward a period of rise in energy flows. In other words, it is thought that the crust and the uppermost portion of the mantle form one body like an organic body, making an action like a geyser releasing the energy outward. 3 refs., 2 figs., 1 tab.

  5. Seismicity and volcanic activity in Japan based on crustal thermal activity . 2; Chikaku no netsukatsudo ni motozuku Nippon no Jishin kazan katsudo. 2

    Energy Technology Data Exchange (ETDEWEB)

    Hayakawa, M [Tokai Univ., Tokyo (Japan). School of Marine Science and Technology

    1996-05-01

    This paper describes the following matters about seismic and volcanic activities in Japan. The previous paper has reported a view that energy is transported from deep portions of the earth`s crust toward outer portions, and the stored energy thrusts up collectively in a certain time period (a rising period). A fact may be accounted for as one of the endorsements thereof that earthquakes and volcanic eruptions take place successively over a wide area from Okinawa to Hokkaido in a short period of time (included in the rising period). When viewed by limiting the time period and areas, a great earthquake would not occur suddenly, but stored energy is released wholly at a certain time while it has been released little by little. Referring to the Kanto Great Earthquake (1923) and the Tokai and Nankai Earthquakes (1944 and 1946), it is found that earthquakes had been occurring successively in the surrounding areas since about 20 years before the occurrence of these great earthquakes. Similar phenomena may be seen in the great earthquakes of Ansei (1854) and An-ei (1707). 5 figs.

  6. On an outline of investigation results of earthquake damage estimation for Akita prefecture; Akitaken jishin higai sotei chosa kekka no gaiyo ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Nogoshi, M [Akita University, Akita (Japan). College of Education

    1997-05-27

    This paper reports an outline of investigation results of earthquake damage estimation carried out in Akita Prefecture. The basic policy for this investigation consists of the following: (1) an indication on existence of a blank area in the Akita off-coast earthquake shall be viewed so importantly that a fault model is set to estimate damages; (2) because most of the earthquakes in history of Akita Prefecture are inland earthquakes with magnitude of about M=7, four earthquakes in the past shall be adopted as the set model; and (3) the central Sea of Japan earthquake in 1983 was an earthquake occurred in the Sea of Japan side and caused a great deal of damages to Akita Prefecture, and its epicenter model and damages were investigated in detail, hence these data shall be utilized in verifying the procedure and method for estimating damages studied in the present investigation. This paper reports finally estimated human damages. With an assumed earthquake as strong as the Tencho earthquake in the year of 830, more than 1000 deaths will occur in the city of Akita; with an earthquake in the scale of the Noshiro earthquake in 1694, more than 50 deaths will be counted in the city of Noshiro; one as strong as the Rikuu earthquake in 1896 will cause about 300 deaths in the cities of Yokote and Omagari, respectively; one with the scale of the 1914 Goushu earthquake will result in about 300 people to be killed in the city of Omagari and about 200 people in the city of Yuzawa; and an earthquake estimated to occur in the blank area off the Akita coast will force 33% of the residents of the Kisakata town to be evacuated from their homes. 1 fig.

  7. Safety (management and technology). Reality of anti-earthquake measures in chemical plants; Anzen (manejimento to tekunoroji). Kagaku kojo no jishin taisaku no jissai

    Energy Technology Data Exchange (ETDEWEB)

    Wataya, I. [Asahi Chemical Industry Co. Ltd., Osaka (Japan)

    1994-08-05

    In Japan where there have been occurring many earthquakes, anti-earthquake measures is one of important things that corporations should take as risk management. In particular, in the chemical industry where a large amount of combustible materials, toxic materials and high-pressure gases are used which has high potential hazard, it is its social responsibility to prevent leakage, fires and explosions of those materials due to earthquakes, and to take in advance measures for minimizing damages if they happen. This paper introduces, as actual anti-earthquake measures, mainly the anti-earthquake measures for facilities and equipment and the plans of prevention of disasters by earthquake of the Kawasaki Plant of Asahi Kasei Co., Ltd. The points in anti-earthquake design are to determine design idea and anti-earthquake design standards based on the investigations into the locational conditions of plants, the evaluation of plant safety and estimation of damage at the time of earthquake; and to adopt a fail safe mechanism for operating a plant on the safe side in the event of earthquake in its design. 2 refs., 1 fig.

  8. High-resolution S-wave reflection survey in a linear depression; Senjo kubochi ni okeru kobunkaino S ha hanshaho tansa

    Energy Technology Data Exchange (ETDEWEB)

    Inazaki, T [Geological Survey of Japan, Tsukuba (Japan); Sasaki, Y [Kyushu Regional Construction Bureau, Fukuoka (Japan)

    1997-10-22

    An attempt was made to apply a method combining the high-resolution S-wave reflection survey with boring to a fault survey at the Kuju town, Oita Prefecture. The investigation area has a linear depression area as small as about 600 m from east to west and about 100 m from north to south surround by mountain slopes. The boundary section with mountain peaks at the north ridge of the depression area is linear, and existence of a southward falling normal fault has been indicated. The seismic investigation has employed an artificial plank hammering method, and the derived data were processed by using the processing software, Vista for Windows. The Bin interval was 25 cm, the S-wave velocity ranged from 100 to 150 m/s, and the spatial resolution was estimated at several ten centimeters or less. The resolution is thought sufficient for assessing the fault location and displacement. The acquired depth cross sections presented distinct structural discontinuity, from which the fault locations were estimated. However, for displacements in the base bed and upper beds, the reflected waves fell into disorder at the faults, having made a detailed assessment difficult. 4 figs., 1 tab.

  9. Experiment for buried pipes by stepped FM-CW radar; Step shiki FM-CW radar ni yoru maisetsukan tansa jikken

    Energy Technology Data Exchange (ETDEWEB)

    Suzuki, K.; Ito, M. [Kawasaki Geological Engineering, Co. Ltd., Tokyo (Japan); Tanabe, K. [Central Research Institute of Electric Power Industry, Tokyo (Japan)

    1997-05-27

    The underground radar exploration is adopted to surveys of cavity under the road and buried pipes since the result of high resolution is obtained. However, the explorative depth of the radar is shallow, 2-3m in soil basement, and its applicable field has been limited. The continuous wave radar (FM-CW radar) was devised to get deeper explorative depth, but has been used for the geological structure survey such as the fault survey since it is lower in resolution as compared with the pulse radar. Therefore, to make use of characteristics of the continuous wave radar and enhance resolution in the shallow part, an experiment on buried pipes was conducted for the purpose of assessing and improving the FM-CW radar. In this processing, the wave form treatment used in the reflection method seismic survey was adopted for the radar survey. There are some problems, but it is effective to adopt the same algorithm to that used in the seismic survey to the radar exploration. The explorative depth was discussed from the damping rate of electromagnetic waves and dynamic range of facilities of the experimental site, and 7m was obtained. 5 figs., 1 tab.

  10. Fundamental study on airborne electromagnetic survey using grounded source; Chihyo source gata kuchu denji tansa no kisoteki kenkyu. 2

    Energy Technology Data Exchange (ETDEWEB)

    Mogi, T; Fujimitsu, Y [Kyushu University, Fukuoka (Japan). Faculty of Engineering; Tanaka, Y [Kyoto University, Kyoto (Japan). Faculty of Science; Jomori, N [Chiba Electronics Research Institute, Chiba (Japan); Morikawa, T [Dowa Engineering Co. Ltd., Okayama (Japan); Kusunoki, K [Central Research Institute of Electric Power Industry, Tokyo (Japan)

    1997-05-27

    With an objective to develop an airborne electromagnetic survey method for greater depths achievable of exploration, a discussion was given on an exploration method of a type in which a transmitting device is placed on the ground to receive signals in an atmosphere. A prototype exploration apparatus is mounted with a fluxgate magnetometer, an attitude meter, a GPS, and a battery. This exploration apparatus is suspended on a 30 meter long rope from a helicopter to perform the exploration. Two flight tests on this apparatus were carried out in the Unzen area, Nagasaki Prefecture and the Motomiya area, Wakayama Prefecture. The ground source was extended to a distance of 1.5 km, and a current of about 20 A was flown with a quiescent wave having four-second cycles. The helicopter flew nearly horizontally at a ground speed of about 50 km, a flight altitude of 450 m above sea level, and a terrain clearances of 100 to 400 m. The obtained data had variations in correspondence with changes in roll and pitch angles, whereas the variation of about 5000 nT was reduced to about 1000 nT as a result of correction. It was not possible, however, to correct completely the variation with short cycles, requiring further discussions on frequency characteristics of the magnetometer. 6 figs., 1 tab.

  11. Introductory study of super survey (next generation underground exploration technology); Super survey (jisedai chika tansa gijutsu) no sendo kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    An investigational study was conducted on the R and D trend of innovative technology aiming at high-accuracy/high-efficiency next generation underground exploration technology (super survey technology). Paying attention to the seismic survey and electromagnetic survey, the study was made on technical characteristics, the utilization status and the needs at sites, the R and D trend, etc. As to the present R and D, the development is proceeded with of the time domain method in the electromagnetic survey, the effective quantity data processing/analysis method and the indication method using the reflection method in the elastic survey. As new technology to be noticed, the following are cited: SQUID magnetometer, underground analysis using magnetic deviation data, electromagnetic migration, ACROSS, rotating seismometer, laser Doppler vibrator, etc. Concerning the course of the next generation underground survey technology, a system of the integrated underground exploration theory is considered which is based on a combination of the electromagnetic survey and seismic exploration. In the study, a plan is worked out for research/development of a technology of analyzing the different data obtained. 49 figs., 13 tabs.

  12. Visualization of strong around motion calculated from the numerical simulation of Hyogo-ken Nanbu earthquake; Suchi simulation de miru Hyogoken nanbu jishin no kyoshindo

    Energy Technology Data Exchange (ETDEWEB)

    Furumura, T [Hokkaido Univ. of Education, Sapporo (Japan); Koketsu, K [The University of Tokyo, Tokyo (Japan). Earthquake Research Institute

    1996-10-01

    Hyogo-ken Nanbu earthquake with a focus in the Akashi straits has given huge earthquake damages in and around Awaji Island and Kobe City in 1995. It is clear that the basement structure, which is steeply deepened at Kobe City from Rokko Mountains towards the coast, and the focus under this related closely to the local generation of strong ground motion. Generation process of the strong ground motion was discussed using 2D and 3D numerical simulation methods. The 3D pseudospectral method was used for the calculation. Space of 51.2km{times}25.6km{times}25.6km was selected for the calculation. This space was discretized with the lattice interval of 200m. Consequently, it was found that the basement structure with a steeply deepened basement, soft and weak geological structure thickly deposited on the basement, and earthquake faults running under the boundary of base rock and sediments related greatly to the generation of strong ground motion. Numerical simulation can be expected to predict the strong ground motion by shallow earthquakes. 9 refs., 7 figs.

  13. Proceedings of the 95th SEGJ Conference; Butsuri tansa gakkai dai 95 kai (1996 nendo shuki) gakujutsu koenkai koen ronbunshu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-10-01

    This is a proceedings of the 95th SEGJ (The Society of Exploration Geophysicists of Japan) Conference (fall 1996). The number of the papers made public totaled 72: 6 in seismic survey processing; 11 in seismic survey; 7 in ground vibration; 5 in strong magnetic force; 7 in logging/underground measurement; 6 in the IP method and others; 5 in spontaneous potential/streaming potential; 6 in electrical prospecting; 6 in tomography; 5 in electromagnetic method; 8 in time-domain electromagnetic method/radar. As for the seismic survey, reported were the following papers titled An experiment of exploration using the active-faults exploration system; Detection of traveltime delay caused by dilation of an artificial fracture due to pressurization; Faults survey by 3D reflection seismics; etc. As to the ground vibration, Applicability of the spatial autocorrelation method for estimation of basement structure in Kanto Plain-Array measurements of microtremors close to the Iwatsuki and Shimousa Deep Borehole Observatory; Prediction of strong acceleration motion depended on focal mechanism; etc. With relation to the logging/underground measurement, Trial to active seismic while drilling; Estimation of fracture aperture using simulation technique: etc.

  14. Forward prediction of tunnel face by use of equi-traveltime planes; Tosojimen no riyo ni yoru tunnel kiriha zenpo tansa

    Energy Technology Data Exchange (ETDEWEB)

    Ashida, Y [Kyoto University, Kyoto (Japan). Faculty of Engineering; Hirano, T [Nishimatsu Construction Co. Ltd., Tokyo (Japan)

    1996-05-01

    The result is reported herein of a depth transform algorithm application utilizing equi-traveltime planes in reflection seismic exploration for the purpose of knowing the structure configuration in front of the tunnel face in a tunnel excavation process. A vibration producing hole was provided 0.5m above the ground surface while a vibration receiving hole was provided at 1.5m above the ground surface, and the excavated lengths were 1.5m and 0.5m, respectively. There were 24 recording channels, from which inline offset records were taken. The on-site records were subjected to 100-1000Hz band pass filtering. The elastic wave propagation rate in the rock used for depth conversion was set at 400m/s in consideration of the distance and direct wave travel time from the vibration source to the vibration receiving point. As the result of study, weak layers were found in the neighborhood of 230-240m, 260-270m, and 280-290m. This method requires less core memory for calculation and completes calculation in a shorter period of time, which enables a conclusion that it will be effective in grasping the 3-dimensional structure in front of the tunnel face in the working scene. 4 refs., 7 figs.

  15. Airborne gamma-ray survey around the Negoro fault. 1; Negoro danso shuhen chiiki ni okeru kuchu {gamma} sen tansa. 1

    Energy Technology Data Exchange (ETDEWEB)

    Nakayama, E.; Kasuya, Y.; Hasegawa, H. [Aero Asahi Corp., Tokyo (Japan); Tsukuda, E. [Geological Survey of Japan, Tsukuba (Japan)

    1997-05-27

    An airborne gamma-ray survey was carried out to investigate the active fault system in the central structure line in the peripheral area of the city of Wakayama. At the same time, with an objective to enhance applicability of the airborne gamma-ray survey to active fault investigation, fundamental data were acquired and discussed. The measurement data were processed according to the standard method specified by IAEA. An ID-FFT filter and a nonlinear filter were employed to extract anomalous gamma-ray intensity values. The gamma-ray intensity distribution chart shows a noticeable positive anomalous area extending from the central part of the western edge to the north-east direction. This area agrees nearly well with the Negoro fault, but its peak portion is positioned slightly more to south than the position of the Negoro fault shown in existing data. The Sakuraike fault and the vicinity of the central structure line also show positive anomaly as a whole, particularly remarkably in the vicinity of their converging portion. However, differing from the vicinity of the Negoro fault, the areas are not extracted as an anomalous area which has directionality and extends in a line form. One of the factors for this would be that it is a fault in unsolidified deposits with low opening trend, differing from the one in solidified rocks. 1 fig., 3 tabs.

  16. Design and construction of PC cable-stayed bridge reducing the weight of dead load (Minamitabaru No. 1 Bridge). Shuko danmen no keiryoka wo hakatta PC shachokyo (kasho Minamitabaru 1 go kyo)

    Energy Technology Data Exchange (ETDEWEB)

    Otsuka, H. (Building Research Inst., Tokyo (Japan)); Ikari, K.; Ono, Y. (Ministry of Construction, Tokyo (Japan)); Hirano, A.

    1993-03-15

    The Minamitabaru No.1 bridge is a PC cable-stayed bridge with a 170m center span. The cross section dead load weight of the main beam in the center span is reduced to decrease the unbalance moment during construction and the negative reaction force after the completion. As a result, the average volume of concrete in the center span becomes 0.55m[sup 3]/m[sup 2] which is less by about 20% in comparison with a PC cable-stayed bridge of the similar scale. Separated 2 chamber box girder cross section is adopted for the shape of the main beam cross section to reduce the dead load weight of the cross section, and to improve the rigidity of the cross section and wind resisting stability, etc. In addition, a cross beam is provided in the diagonal member anchorage position to integrate the two box beams. A wind tunnel test is performed using a 1/30 scale model to confirm the wind resisting stability. The diagonal member is structured with several PC steel members. At the same time, a stretching work carriage is developed and used which can establish 3 dimensional position and direction by a hydraulic jack. 7 figs.

  17. Proposal of new seismic assessment and retrofit technology for existing buildings; Hyogoken nanbu jishin higai wo kyokun to shita kison kozobutsu no taishin shindan system

    Energy Technology Data Exchange (ETDEWEB)

    Yoshioka, K.; Takahashi, Y.; Seki, M.; Tanida, M.; Akiyama, T.; Hashimoto, Y. [Obayashi Corp., Tokyo (Japan)

    1995-08-10

    A devastating earthquake measuring 7.2 on the JMA (Japan Meteorological Agency) magnitude hit the southern Hyogo Prefecture on January 17, 1995. This earthquake, the worst in Japan since the Great Kanto Earthquake in 1923, brought great disaster and destruction to the Hanshin area and Awajishima Island. Most of the damage to concrete and steel structures occurred in buildings designed according to former building codes. Fewer collapses occurred in buildings designed under current building code that have more severe seismic requirements. Existing buildings should be assessed by their seismic potentiality, and retrofitted to escape damage in severe earthquakes such as the Great Hanshin Earthquake. New technology for assessing and retrofitting existing buildings was developed to improve resisting performance in response to severe earthquakes. Earthquake Load or motion exceeding current requirements can be supplied to assess and retrofit existing buildings if a client wants their buildings to exhibit much stronger seismic resistance. The retrofit technologies, such as a base isolation system for whole building, vibration control bracing system with steel damper, and base isolation floor system for computer equipments, can be applied to existing buildings. 11 refs., 9 figs., 8 tabs.

  18. Earthquake and welded structures 5: Earthquake damages and anti-earthquake measures of oil storage tanks; 5 kikenbutsu chozo tank no jishin higai to taishin taisaku

    Energy Technology Data Exchange (ETDEWEB)

    Kawano, K. [Chiyoda Chemical Engineering and Construction Co. Ltd., Tokyo (Japan)

    1997-09-05

    The result of field investigation carried out on the state of damages of 236 hazardous material storage tanks out of 687 caused by the Hyogoken Nambu Earthquake in 1995 is introduced together with the cases of damage and the description of the countermeasures. The events of inclination and settlement of tank bodies were confirmed in 44% among those investigated in particular with tanks having a capacity of less than 1000kl and as for the basement and ground settlement, the fact that sand spouted as a result of their fluidization was witnessed as much as 81% among those investigated and the area surrounding tanks was roughly agreed with the area where ground crack appeared. A great number of other damages such as cracking of preventive seals against rain water, breakdown of oil defense banks and so forth were also confirmed. In the latter half of the report, aseismatic standards of old and new regulations as well as on the new criterion concerning the outdoor storage tank body, its basement and ground are tabulated and 4 items of anti-earthquake measures such as the final structural check up with regard to an earthquake exceeding the designed permissible stress, consolidation of tank body structure on the basis of the revised seismic coefficient method, assurance of the steadfast basement, prevention of the elevated platform from falling down and strengthening of water-proof seals and oil defense banks are enumerated in accordance with the report of investigation and examination on the resistibility of hazardous material storage equipment against the earthquake. 3 refs., 5 figs., 3 tabs.

  19. Fatigue strength of field welded joints in I-section girders of thick flange plates with cope hole details; Sukarappu wo yusuru atsuita I gata danmen keta genba yosetsu tsugitebu no hiro kyodo

    Energy Technology Data Exchange (ETDEWEB)

    Minami, K.; Miki, C.; Tateishi, K. [Tokyo Institute of Technology, Tokyo (Japan)

    1997-10-15

    Field welding an I-section girder forms details having scallop at the web, whereas the presence of the scallop causes shear deformation and localized stress concentration. Therefore the details in joints with low fatigue strength are ranked as class G in the fatigue design guideline published by JSSC. With special notice on the effect of shear, the present study has varied the phase by using multiple number of jacks; so loaded that the direction of the shear force will change; assumed field welding of a bridge constructed with a few number of main girders; and verified fatigue strength at thick flange plates. In addition, in order to improve the fatigue strength, elucidation was given on the effect of grinder finish at boxing welds. From these results, items to be considered were made clear when structural details are designed and fabricated, in which I-section girders having scallop are welded in fields. Furthermore, it was considered that stress in web plate jointing welding bead becomes relatively higher than local stress in boxing, which was indicated as a point requiring precaution. 8 refs., 20 figs., 2 tabs.

  20. Case study of geostructural prospect of a tunnel by using geophysical methods; Butsuri tansa ni yoru tunnel chisan yosoku to jissai

    Energy Technology Data Exchange (ETDEWEB)

    Ueda, H [Japan Railway Construction Public Corp., Tokyo (Japan); Kawakami, J [Taisei Construction Corp., Tokyo (Japan); Nagasue, I; Hiwatashi, S; Wakuno, M [Oyo Corp., Tokyo (Japan)

    1997-05-27

    A preliminary survey was carried out by combining elastic wave exploration (using a refraction method) and electrical exploration (using a resistivity imaging method) on a long tunnel planned in a granite distributed area. This paper describes a case of verifying geological condition in the area by using a trial survey well and horizontal boring. This tunnel goes through the Seburi mountainous area on the border of Fukuoka Prefecture and Saga Prefecture for a total distance of 12 km. The refraction method and the resistivity imaging method were selected from the necessity of identifying the weathering condition in natural ground, and distributions of fault crush zones and underground water in a section extending 560 m from the well entrance. As a result of comparing the natural ground condition interpreted from the geophysical survey results with the construction records, the fault was detected as a cracked or deformed section in the part where the resistivity value changes abruptly or where the resistivity is low. The tunnel natural ground classification showed a good correspondence with the elastic wave velocities. The largest flooding section showed a good agreement with the section where the resistivity changes suddenly to a lateral direction. Thus, the geological information interpreted from both surveys presented a good correspondence with the construction records, leading to a judgment that the prediction is possible. 3 refs., 4 figs., 5 tabs.

  1. Questionnaire investigation for the earthquake in Honjo city and Yazawa city, Akita Prefecture; Jishin ni kansuru ishiki chosa (Akitaken Honjoshi oyobi Yuzawashi ni okeru anketo kara)

    Energy Technology Data Exchange (ETDEWEB)

    Nogoshi, M [Akita University, Akita (Japan). College of Education; Kabutoya, S

    1996-05-01

    Consciousness for the earthquake was investigated by questionnaire surveys made in Honjo City and Yuzawa City, Akita Pref. in October 1995 twelve years after the Nihonkai Chubu Earthquake (M=7.7) in May 1983. The survey was conducted in terms of 27 items including personality, memory, knowledge/interest, psychology/action, mental attitude/preparations, wishes for researchers and administration, etc. Also included were the items on the Great Hanshin-Awaji Earthquake and the earthquake blank areas. The number of distributed questionnaires and the recovery rate of them are 1500 and 79.2% in Honjo City, and 1700 and 84.7% in Yuzawa City. From the survey, it was found that people have a lot of knowledge of and high interest in the earthquake and well remember it, and a lot of people know of tsunami, liquefaction phenomena, and the earthquake blank area. Further, they are afraid of earthquakes and think of their actions to be taken in case of earthquake. However, most people are little prepared for earthquakes. Important future subjects were suggested for the study of disaster prevention measures. 13 figs.

  2. Rectangular section shield driving method applying percussion action. Construction of passage to disabled person elevator in Ichigaya Station; Pakasshon sayo wo riyoshita kukei danmen shirudo seko. Ichigaya Eki shinshoshayo erebeta renraku tsuro secchiko

    Energy Technology Data Exchange (ETDEWEB)

    Takahashi, T. [Teito Rapid Transit Authority, Tokyo (Japan); Endo, M. [Obayashi Corp., Osaka (Japan)

    1996-02-25

    Section forms of the shield driving method are mostly circular. This paper reports the work of a rectangular section shield driving method applying percussion action. Percussion type shield machines are outlined first showing figures and a specification table. Then the outline and method of the work now done is described. The work report is stated under the following 5 headings: Driving time by means of percussion, Assembling time of rectangular segments, Effect of movable head slide jacks, Propelling while driving, and Condition of surfaces driven. From the result now worked, the initial intention of driving a free section short passage at a low cost is considered achieved. Lastly, 6 items are discussed for further improvements. The advantages of the method are stated to be a simple mechanism, an availability to various soil conditions, a low production cost, and etc. 14 figs., 2 tabs.

  3. Field experiment for investigation of very shallow basement structure by micro-gravity survey; Microgravity tansa no gokusenbu kiban chosa eno tekiyo jikken

    Energy Technology Data Exchange (ETDEWEB)

    Oshita, K; Nozaki, K [OYO Corp., Tokyo (Japan)

    1997-10-22

    This paper illustrates the field experiment results in which micro-gravity survey was applied to investigation of very shallow basement structure between a few m and 10 m. Its applicability was discussed. In principle, the micro-gravity survey was conducted at the measuring points in a grid with 20 m pitch. Measuring points of 174 were used. The gravity system used for the measurements is an automatic gravimeter CG-3M made by the Scintrex. Survey results of P-wave reflection method conducted at the site using a vibrator focus were used as control data of micro-gravity survey. Consequently, change in the thickness of surface layer (earth filling) shallower than the depth of -10 m could be grasped as a plane. It was found that the micro-gravity survey is a useful method for the investigation of very shallow basement structure. Survey results by the reflection method could contribute to the determination of trend face at filtration and construction of density model as well as the geologic interpretation of gravity anomaly. As a result, reliability of micro-gravity survey and reflection method could be enhanced, mutually. 3 refs., 8 figs.

  4. {Gamma}-ray prospecting of major faults of Miocene basins; Chushinto taisekibon no keisei ni kakawaru danso wo taisho to shita hoshano tansa

    Energy Technology Data Exchange (ETDEWEB)

    Iwata, A. [Shimada Technical Consultants, Ltd., Shimane (Japan); Yamauchi, S.; Adachi, K. [Shimane University, Shimane (Japan); Yoon, S.; Kil, R, [Pusan National University, Pusan (Korea, Republic of)

    1997-05-27

    The Masuda basin in the western edge of Shimane Prefecture and the Pohang basin in the southern part of the east cost of Korea had been formed in the middle of Miocene epoch of Neogene period, and show similarity in their geology and structure. A gamma-ray prospecting was carried out on major faults that have had been involved in forming these basins. A portable gamma-ray analysis device, model 8630 made by Clearpulse Corporation was used for the measurement. Emanation of radon and its migration are known generally, whereas rise in radon is recognized above crevices with deep opening trend. The present faults having been involved in forming the basins are thought to have large falls in positive faults and often accompany crevices with opening trend. This estimation is thought endorsed by the result of the present prospecting. In addition, such faults may often form geological boundaries, and the present survey has had geological division made easily with total gamma-ray. A gamma-ray exploration using both of the spectrum method and the total count method is a process sufficiently utilizable in geological surveys on structures in peripheries of sedimentary basins. 6 refs., 7 figs.

  5. Archaeological prospecting using electrical resistivity method. Case history of Kaibukiyama ancient tomb; Denki tansaho ni yoru iseki tansa. Kaibukiyama kofun no chosarei

    Energy Technology Data Exchange (ETDEWEB)

    Mizunaga, H; Ushijima, K; Kishikawa, H [Kyushu University, Fukuoka (Japan). Faculty of Engineering

    1997-05-27

    To grasp the three-dimensional structure of ancient tomb during the archaeological prospecting of Kaibukiyama ancient tomb, various electrical resistivity methods were tried. For the survey, firstly, in order to clarify the electrical resistivity structure of rear circular part of ancient tomb, roughly, mapping was conducted by means of two-electrode method using a multi-channel measuring system. Then, the vertical prospecting was conducted densely with a mesh form having VES intervals of 2 m as a detailed survey by means of Schlumberger method. For the three-dimensional inverse analysis of apparent electrical resistivity data by the two-electrode method, a program with high calculation speed was developed by using algorithm where Jacobian with a homogeneous model is adopted for the Jacobian calculation. As a result of the analysis, an outline of underground 3-D resistivity structure was determined. The resistivity anomaly with high values obtained from the results of 2-D inverse analysis of VES curve by means of Schlumberger method agreed well with the central part of the ancient tomb, which was confirmed during the archaeological survey. 4 refs., 8 figs.

  6. Comparison of {gamma}-ray profile across active normal and reverse faults; Seidansogata to gyakudansogata katsudanso ni okeru hoshano tansa kekka no hikaku

    Energy Technology Data Exchange (ETDEWEB)

    Iwata, A; Wada, N; Sumi, H [Shimada Technical Consultants, Ltd., Shimane (Japan); Yamauchi, S; Iga, T [Shimane Univ., Shimane (Japan)

    1996-10-01

    Active faults confirmed at trench and outcrop were surveyed by the {gamma}-ray spectrometry. The active fault found at trench is a normal fault, and that found at outcrop is a reverse fault. The {gamma}-ray spectral characteristics of these two types of faults were compared to each other. The normal fault is named as Asagane fault located in Aimi-machi, Saihaku-gun, Tottori prefecture. The reverse fault is named as Yokota reverse fault located in Yokota-cho, Nita-gun, Shimane prefecture. Rises of radon gas indicating the existence of opening cracks were confirmed above the fault for the normal fault, and at the side of thrust block for the reverse fault. It was considered that such characteristics were caused by the difference of fault formation in the tensile stress field and in the compressive stress field. It was also reconfirmed that much more information as to faults can be obtained by the combined exploration method using the total counting method and the spectral method. 14 refs., 7 figs.

  7. Review of an analysis system of `Long-Term Deep Seafloor Observatory off Muroto Peninsula`; Kochiken Murotomisakioki `kaitei jishin sogo kansoku system` data no kaiseki system no shokai

    Energy Technology Data Exchange (ETDEWEB)

    Tsuru, T; Machiyama, H; Hattori, M; Kaneda, Y [Japan Marine Science and Technology Center, Kanagawa (Japan)

    1997-10-22

    Introduced is a data analysis system for Long-Term Deep Seafloor Observatory established off Muroto Point by Japan Marine Science and Technology Center (JAMSTEC), from which observatory data collected by seismograph and tsunami-meter are transmitted real time. JAMSTEC Long-Term Deep Seafloor Observatory Project Team has begun constructing an analysis system for disposing of events in the data and for locating the hypocenter. The analysis system is composed of a data converting unit that converts the forwarded data into the Win format; a data storage/time-dependent data integration unit that keeps the data in a hard disk for a specified period of time, performs disposition and analysis of events in the data, and forwards the data after disposition and analysis to a data recording unit; a data recording unit that stores selected data of seismic events in a recording medium; and a real-time monitor/NTP server unit that displays real time the observed seismic waveform data. 2 figs.

  8. Analysis of vibration characteristics of a prestressed concrete cable-stayed bridge using strong motion observation data. Jishin kansoku ni motozuku PC shachokyo no shindo tokusei no kaiseki

    Energy Technology Data Exchange (ETDEWEB)

    Inatomi, T. (Port and Harbour Research Institute, Kanagawa (Japan)); Takeda, T.; Obi, N.; Yamanobe, S. (Kajima Corp., Tokyo (Japan))

    1994-05-31

    Records of seismic observation were analyzed for the purpose of proving the validity of antiseismic design for a prestressed concrete (PC) cable-stayed bridge. This bridge is a three span continuous PC cable-stayed bridge of 498 m in bridge length, and is constructed on alluvial soft ground. The seismometer used is a servo type accelerometer. The observed frequency and mode of seismic vibration are in good agreement with those in the analysis and hence the validity of modelling of the structure in designing was confirmed. It was also confirmed that the bending vibration and torsional vibration of the main girder are separated as designed. However, some points such as a large difference in the observed vibration and analysed vibration in the mode accompanying rotation of the base are listed as problems to be solved in antiseismic design. In order to investigate the attenuation constant of the upper structure, a seismic wave response analysis was performed and its results were compared with observed ones. When the attenuation constant is assumed to be 2%, agreement of data between analysis and observation is good, and it is considered that the attenuation constant of the upper structure only without the effects of attenuation of energy escape from the base and crack generation in concrete was about 2% in the observed earthquake (maximum acceleration on the ground: 51 Gal). 8 refs., 9 figs., 2 tabs.

  9. FY 2000 report on the verification survey of geothermal exploration technology, etc. Summary. Development of the exploration method of reservoir changes (Theme 3 - Development of the electrical/electromagnetic prospecting method); 2000 nendo chinetsu tansa gijutsu tou kensho chosa hokokusho (Yoyaku). Choryusou hendou tansaho kaihatsu (Tema 3 - Denki denjiki tansa ho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    For the purpose of developing the technology for accurately predicting the spread of reservoir and future changes by grasping changes in self- potential and resistivity caused by sampling/reduction of geothermal fluids, an investigational study was conducted, and the FY 2000 results were summarized. As to the development of the self- potential monitoring system, observation was continuously made at 50 points on the earth's surface and 3 measuring points of bottom hole, and changes in self-potential associated with the production/reduction in the Ogiri power plant were smoothly observed. Concerning the development of the resistivity monitoring system, in the preliminary test made in the previous fiscal year, effectiveness was recognized of the high accuracy MT method monitoring system that can detect resistivity changes caused by reservoir changes, and the monitoring was started in this fiscal year. As to the development of the method for predicting reservoir changes using self-potential/resistivity, STAR-TOUGH 2 and self-potential post processor were applied to the geothermal simulation model in the Ogiri area, and study of the applicability and improvement of reservoir models were made. (NEDO)

  10. A Probabilistic Tsunami Hazard Assessment Methodology and Its Application to Crescent City, CA

    Science.gov (United States)

    Gonzalez, F. I.; Leveque, R. J.; Waagan, K.; Adams, L.; Lin, G.

    2012-12-01

    .I., E.L. Geist, B. Jaffe, U. Kânoglu, H. Mofjeld, C.E. Synolakis, V.V Titov, D. Arcas, D. Bellomo, D. Carlton, T. Horning, J. Johnson, J. Newman, T. Parsons, R. Peters, C. Peterson, G .Priest, A. Venturato, J. Weber, F. Wong, and A. Yalciner (2009): Probabilistic Tsunami Hazard Assessment at Seaside, Oregon, for Near- and Far-Field Seismic Sources, J. Geophys. Res., 114, C11023, doi:10.1029/2008JC005132. Japan Earthquake Research Committee, (2011): http://www.jishin.go.jp/main/p_hyoka02.htm Mai, P. M., and G. C. Beroza (2002): A spatial random field model to characterize complexity in earthquake slip, J. Geophys. Res., 107(B11), 2308, doi:10.1029/2001JB000588. SSHAC (Senior Seismic Hazard Analysis Committee) (1997): Recommendations for Probabilistic Seismic Hazard Analysis: Guidance on Uncertainty and Use of Experts, Main Report Rep. NUREG/CR-6372 UCRL-ID-122160 Vol. 1, 256 pp, U.S. Nuclear Regulatory Commission.

  11. Proceeding of the 97th (Fall, Fiscal 1997) SEGJ Conference; Butsuri tansa gakkai dai 97 kai (1997 nendo shuki) gakujutsu koenkai koen ronbunshu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-10-22

    The 97th SEGJ (The Society Exploration Geophysicists of Japan) Conference was held on October 22-24, 1997 at Hokkaido University, and 85 papers were made public in addition to special lectures titled `Geology and resources in Hokkaido,` `The foggy sea and imagination - Map of the Northwest Pacific in the 17th and 18th centuries.` In the section of the reflection method exploration, reports were made on Estimation of a subsurface structure by using a shallow seismic engineering exploration system with multiple function (SWS), 3D seismic experiment in the Minaminoshiro area, Akita - Data processing, etc. As to the ground vibration, reported were Nature of short-period microtremors on the cliff-like ground, Ground characteristics at observation site of strong motion in Hachinohe Inst. Tech., Hachinohe, Aomori, etc. Concerning the tomography, Source inversion in the full-wave tomography, Effects of fluid-filled boreholes on resistivity tomography, etc. Reports were additionally made in the sections of characteristics of seismic waves, sensor/system, electromagnetic method, radar/gravity, electric exploration, magnetic exploration, logging/borehole measurement, remote sensing/temperature, etc

  12. Proceeding of the 96th (spring, fiscal 1997) SEGJ Conference; Butsuri tansa gakkai dai 96 kai (1997 nendo shunki) gakujutsu koenkai koen ronbunshu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-05-27

    This is a proceedings of the 96th SEGJ (The Society of Exploration Geophysicists of Japan). As for the well measurement, described were seismic survey and logging of geothermal wells and hot dry rock artificial reservoirs. As to the reflection method, analyzed were characteristics of seismic propagation and stratum structures. In the data processing, topics were on the neural network, stacking process and resolution, migration, etc. Concerning the electromagnetic method, research results were reported of TEM, CSAMT, EM tomography, MT method, etc. About the electrical exploration, introduced were resistivity structures by the electrical log, and exploration by the streaming potential or self-potential methods. Relating to the gravity/magnetic force exploration, reported were continuous gravity monitoring of geothermal activity, magnetic structures of rock, data on magnetic susceptibility, aeromagnetic survey, and remote sensing. As to the underground radar method, described were the survey of buried pipes and the inspection of fracture zones using the borehole radar, etc. With respect to the global system, the global structure was discussed from a global point of view. Additionally, reports were made on radioactive prospecting, seismometer observation, and ground motion.

  13. Results of geophysical survey on Hanaore-fault in the Kyoto urban area; Butsuri tansa ni yoru Kyoto shigaichi ni okeru Hanaore danso chosa

    Energy Technology Data Exchange (ETDEWEB)

    Yoshioka, T. [Geological Survey of Japan, Tsukuba (Japan); Echigo, T. [Osaka Soil Test, Osaka (Japan); Toshioka, T.; Matsubara, Y. [Oyo Corp., Tokyo (Japan)

    1997-05-27

    This paper reports results of gravity survey and seismic survey using the shallow bed reflection method to identify distribution of the Hanaore fault in the Kyoto urban area. In the gravity survey, level differential structure caused by the fault was identified as an abrupt change in Bouger anomalous values. The continuity therefrom made the estimation possible on existence and positions of such faults as the Hanaore fault belonging to the Hanaore fault system, the Shishigaya fault, the Kaguraoka fault, and the Okazaki fault. The estimation as a result of the gravity survey include the following findings: the Hanaore fault runs from south of the Yoshidayama in the south-north direction; the distribution of the Okazaki fault has a level differential structure falling on the east side; the structure shows low Bouger anomaly distribution; and this area forms a rift valley belt. In the seismic survey using the shallow bed reflection method, no distinct reflection plane considered as the basement was verified because of influence from urban area noise. However, it was possible to estimate such an underground structure as a monoclinal fold from shapes of the reflection plane and the distribution depths. 7 refs., 5 figs.

  14. Report of a specialty committee on anti-earthquake measures for a clean room (first of three serial publications); Clean room jishin taisaku senmon iinkai hokoku sono 1 (sankai rensai)

    Energy Technology Data Exchange (ETDEWEB)

    Kiuchi, T. [Kokushikan Univ., Tokyo (Japan)

    1997-07-31

    This paper summarizes an outline of a prepared draft of a `guideline for anti-earthquake measures for a clean room`. The guideline is intended to prevent earthquake disasters to facilities and their peripherals. Structural and non-structural members are classified according to criticality, and each category is provided with a grade target for safety performance. Horizontal withstand force required to be maintained, horizontal seismic force for design purpose, and values of the design horizontal seismic force multiplied with criticality coefficient are treated as required safety for architectural structures, non-structural members, and building facilities (devices and buildings). Structures to reduce disturbance are classified into the following structures: an anti-seismic structure of elastic strain energy resisting type or plastic hysteretic energy absorbing type, a vibration controlling structure of damping providing type, mass adding damper type or counterforce providing type, and a vibration absorbing structure of slide mechanism type or soft and elastic material supporting type. The damping providing type of the vibration controlling structure increases damping constant, and reduces stress shear force and response displacement. The vibration absorbing structure extends vibration period of a structure. A vibration absorbing device consists of supporting function to support a structure in a stable condition and a damping mechanism to suppress transformation. 6 figs., 11 tabs.

  15. Application of resistivity-based high-density prospecting to embankments with underground structure; Chika kozobutsu wo yusuru moritsuchi ni okeru hiteiko komitsudo tansa no tekiyosei

    Energy Technology Data Exchange (ETDEWEB)

    Matsui, T; Park, G [Osaka University, Osaka (Japan). Faculty of Engineering; Ueno, N [Dai Nippon Construction, Gifu (Japan); Park, K [Osaka University, Osaka (Japan)

    1997-10-22

    A structure was embedded in an embankment with homogeneous sandy soil. Resistivity was measured using three kinds of arrays, to investigate effects of the array on the underground structure. For a vertical structural model with high resistivity and a horizontal structural model with low resistivity, location of the underground structure could be grasped from the apparent resistivity profiles by individual arrays. For a transverse structural model with high resistivity, location of the underground structure could be grasped from the apparent resistivity profiles using Wenner array and pole-pole array. However, it could not be grasped from the apparent resistivity profile using dipole-dipole array. Based on the resistivity measurements for individual structural models, the dipole-dipole array was suitable for the vertical structural model, the pole-pole array was suitable for the transverse structural model, and the Wenner array was suitable for the horizontal structural model. Thus, the best apparent resistivity profiles and contrasts were obtained for individual structural models. 7 refs., 7 figs.

  16. High resolution aeromagnetic and radiometric survey in the Hokusatsu district, Japan; Hokusatsu Kushikino chiiki ni okeru kobunkaino kuchu jiki hoshano tansa kekka ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Hishida, H; Yoshioka, K [Metal Mining Agency of Japan, Tokyo (Japan)

    1997-10-22

    In FY 1996, aeromagnetic and radiometric survey was performed in the whole area of Hokusatsu district using a helicopter fixed with a stinger mount system with high density 200 m line spacing at low altitude of 80 m, which was the first in Japan. Based on the existing geological maps, Landsat TM data and radiometric data, lithologies and geological structures were extracted in response to individual magnetic characteristics in the whole magnetic map. Obtained geological characteristics are as follows. Straight magnetic anomalies suggested volcanic lava flows. Isolated ring-shaped magnetic anomalies suggested intrusive rocks. Ring-shaped weak magnetic anomalies suggested the centers of volcanoes. Wide range intense magnetic anomalies were caused by deep intrusive rocks. Wide range weak magnetic anomalies were caused by dissipation of magnetite due to hydrothermal alteration. Faults and fracture zones were recognized as linear configurations of magnetic anomaly and divided magnetic anomalies. Based on these results, local geological structures, hydrothermal alterations, and mineralization of known ore deposits were interpreted. 6 refs., 5 figs.

  17. Efficient calculation of potential distribution in two-layer earth; Niso kozo daichikei ni okeru denki tansa no tame no koritsuteki den`i keisan shuho

    Energy Technology Data Exchange (ETDEWEB)

    Kataoka, M; Okamoto, Y [Chiba Institute of Technology, Chiba (Japan); Endo, M; Noguchi, K [Waseda University, Tokyo (Japan); Teramachi, Y; Akabane, H [University of Industrial Technology, Kanagawa (Japan); Agu, M [Ibaraki University, Ibaraki (Japan)

    1997-05-27

    An efficient calculation method of potential distribution in the presence of an embedded body in multi-layer earth has been proposed by expanding the method of image with a consideration of multiple reflection between the ground surface and each underground boundary. For this method, when solving boundary integral equation with the potential of embedded body surface as only one unknown, i.e., when obtaining discretization equation, ordinary boundary element program developed for analyzing the finite closed region can be used. As an example, numerical calculation was conducted for the two-layer earth. The analysis expression of potential distribution in the case of the certain embedded body in two-layer earth has never published. Accordingly, the calculated results were compared with those by the integral equation method. As a result, it was concluded that the primary potential obtained from the present method agreed well with that obtained from the integral equation method. However, there was a disregarded difference in the secondary potential. For confirming the effectiveness, it was necessary to compare with another numerical calculation method, such as finite element method. 5 refs., 5 figs.

  18. Resistivity tomography using borehole of 500m in depth at the seaside site; 500m shin boring wo mochiita kaigan fukin deno hiteiko tomography tansa

    Energy Technology Data Exchange (ETDEWEB)

    Suzuki, K [Central Research Institute of Electric Power Industry, Tokyo (Japan); Kono, T [Radioactive Waste Management Center, Tokyo (Japan); Chiba, A [Sumitomo Metal Industries, Ltd., Osaka (Japan)

    1997-10-22

    With an objective to verify exploration methods to identify geological structures to a depth of about 500 m and continuity of fissure zones, a case study was carried out on a resistivity tomography method using ground surface exploration by means of the resistivity method and boreholes of 500 m in depth. The investigated area is consisted of abyssal rocks of the Cretaceous period, where granodiorites of coarse grain and intrusive rocks of small scale are distributed. Fissures on the ground surface have gentle inclination, and are of opening type showing high water permeability. The data analysis has derived apparent resistivities in the Wenner electrode arrangement, the Eltran electrode arrangement and the pole-pole electrode arrangement. The resistivity tomography has derived apparent resistivity in the pole-dipole electrode arrangement which is relatively high in accuracy and strong against noise. As a result of inputting these resistivities and performing an analysis on a two-dimensional resistivity structure, a structure of 100-m scale was made clear, in which difference of the resistivity values is distinct. The result of the resistivity tomography may be thought to have identified the resistivity anomaly of a small scale, although the absolute values show some variation. 4 refs., 5 figs., 2 tabs.

  19. Estimation of underground structures in Kyoto city by seismic-array observations of microtremors; Bido no array kansoku ni yoru Kyoto shinai no chika kozo tansa

    Energy Technology Data Exchange (ETDEWEB)

    Miyakoshi, K; Kagawa, T; Akazawa, T [Osaka Soil Test, Osaka (Japan); Ogawa, Y; Shimizu, K [Osaka Gas Corp., Osaka (Japan); Ejiri, J [Obayashi Corp., Tokyo (Japan)

    1997-10-22

    Observations of microtremors were carried out to estimate the S-wave velocity structure by using arrays of seismographs around the Kyoto Research Park. The observation points were so arranged that equilateral triangle arrays may be formed with maximum radii at 0.2 km, 0.4 km and 0.8 km respectively with the premises of the Kyoto Research Park as the center. The seismographs have used seven vertical movement components (PELS), and were adjusted to a period of eight seconds. In addition, high-cut filters of 4 Hz were used because the observation areas are located in urban areas with heavy traffic. The analysis has used the spatial self-correlation method as a means to estimate phase velocity of surface waves contained in microtremors. As a result, phase velocity estimation has become possible for frequencies from about 0.4 Hz to 2 Hz, whereas the S-wave velocity structure was estimated to a depth of down to about 900 m by using as reference the result of the reflection method exploration having been carried out in the present areas. In addition, it was suggested that microtremors with frequencies higher than 1 Hz are in unsteady state in terms of time or space. 4 refs., 7 figs., 1 tab.

  20. High-resolution aeromagnetic survey in the area of Arima-Takatsuki-Rokko active fault system; Arima Takatsuki Rokko katsudanso chiiki ni okeru komitsudo kuchu jiki tansa

    Energy Technology Data Exchange (ETDEWEB)

    Nakatsuka, T; Okuma, S; Morijiri, R; Makino, M [Geological Survey of Japan, Tsukuba (Japan)

    1996-10-01

    High-resolution aeromagnetic survey was conducted in December, 1995, over the area of Arima-Takatsuki-Rokko active fault system, where the 1995 Hyogo-South (Kobe) earthquake took place. Based on the surveyed data, the magnetic anomaly distribution in the Kei-Hanshin district was illustrated. Features of magnetic anomaly observed in it were discussed. Influence of artificial structures in the coastal zone of Kobe City was tried to be removed. Distinct magnetic anomaly observed in the center of Kyoto City was located at the southern part near Shijo-Karasuma. This was mainly affected by the artificial structure. A high magnetic anomaly with a long wave length was observed in the southern part of Kyoto. There was a high magnetic anomaly in an area surrounded by central cities of Nishinomiya-Toyonaka district. At the location where positive and negative magnetic anomalies were illustrated in NEDO`s map in the coastal zone of Kobe City, the anomaly pattern was clarified. The influence of artificial structure was approximated using a point dipole. The dipole was placed in each block having a magnetic anomaly. The parameter was determined by the inverse analysis, to remove the influence. Consequently, most of magnetic anomalies due to artificial structures could be removed. 6 figs.

  1. Laboratory study on streaming potential for exploring underground water flow; Shitsunai jikken ni yoru ryudo den`i wo mochiita mizu michi tansa no kanosei no kento

    Energy Technology Data Exchange (ETDEWEB)

    Sato, H; Shima, H [Oyo Corp., Tokyo (Japan)

    1997-05-27

    To investigate a possibility of exploration of underground water flow as well as to grasp the underground fluid flow by measuring streaming potential at the ground surface, some experiments were conducted using a model unit by considering the difference of permeability. For this experimental unit, water is driven by adding head difference between the polyethylene vessel filled with water and the experimental water tank. The size of water tank is 350{times}160 mm with a height of 160 mm. Twenty platinum electrodes are set on the cover of water tank. Toyoura standard sand and Kanto loam were used for the experiments. For the experiments, fluid was injected in various combined models by considering the permeability, to measure the streaming potential. As a result, it was explained by the streaming potential that the fluid flows in a form of laminar flow in the experimental water tank, and that the movement of fluid in the Kanto loam is quite slow. It was also confirmed that the streaming potential method is an effective technique for grasping the movement of fluid. 3 refs., 8 figs.

  2. Application of vertical electrical sounding combined with induced polarization method in ground water exploration; IP koka wo koryoshita hiteikoho suichoku tansa no chikasui chosa eno tekiyo

    Energy Technology Data Exchange (ETDEWEB)

    Kondo, M; Sakurada, H [Sumiko Consultants Co. Ltd., Tokyo (Japan); Suzuki, T [Hokkaido Development Bureau, Hokkaido Development Agency, Sapporo (Japan)

    1996-10-01

    For ground water exploration using vertical Schlumberger exploration method, measurement and analysis combined with induced polarization (IP) effect were conducted as trial. For the Schlumberger method, potential is measured at the center between potential electrodes during flow of dc current between current electrodes. In the case of vertical exploration, measurements are repeated with fixed potential electrodes by extending the distance between current electrodes. Ground water exploration was conducted using this method at Otaki village, Hokkaido. Geology of surveyed plateau consists of a basement of Pliocene tuffs and Quaternary Pleistocene sediments covering on the surface. For the results of analysis, four to seven beds were detected from the resistivity. The depth up to the lowest bed was between 25 and 85 m, the resistivity of each bed was between 9 and 8,000 ohm{times}m, and the polarizability was between 1 and 15 mV/V. Among these resistivity zones, it was judged that zones satisfying following three conditions correspond to coarse grain sediments saturated with ground water, and can be expected as aquifers; having resistivity ranging between 100 and 1,000 ohm{times}m, polarizability higher than 10 mV/V, and relatively large thickness. 11 refs., 6 figs.

  3. Acoustic surveys of the southern extension of the Tomikawa fault off Kamiiso in Hakodate bay, southwest Hokkaido; Hakodatewan Kamiisooki ni okeru Tomikawa danso enchobu no onpa tansa

    Energy Technology Data Exchange (ETDEWEB)

    Uchida, Y; Sagayama, T; Osawa, M; Hamada, S; Suga, [Hokkaido Geological Survey, Sapporo (Japan)

    1997-10-22

    With an objective to identify extension into sea area of the Tomikawa fault in southwest Hokkaido, an acoustic survey was carried out off Kamiiso in Hakodate Bay. Using a sound wave exploring machine transmitting frequencies from 5.5 to 8.5 kHz, the acoustic survey was conducted on a workboat cruising at speeds of 4 to 6 knots. The courses of traverse were set on the sea area off from Kamiiso Tomikawa Town to Moheji Town based on the sediment distribution map and the geological map. A total of 17 courses were set: 16 in the east to west direction so as to cross the extension of active faults on the land, and one in the south to north direction. The east-west courses had a length of about 2 km with the line interval of about 300 m, while the south-north course extended nearly parallel with the coast line over a distance of 4.8 km. As a result of the present investigation, verification was given on existence of boundary faces with different sediment structures and displacement falling eastward on several courses of traverse running from east to west. If the locations of these boundary faces are connected, its strike agrees well with the strike of the Tomikawa fault on the land. From the fact that its extension is linked to the end section of the fault, a possibility was shown that the land fault may be extending into the sea area. 8 refs., 4 figs.

  4. Study on application of radar technique to explore mineral resources. 1. Sample test in laboratory; Radar ho no kosho tansa eno tekiyosei kento. 1. Shitsunai shiryo shiken

    Energy Technology Data Exchange (ETDEWEB)

    Chiba, A; Okada, K [Sumitomo Metal Mining Co. Ltd., Tokyo (Japan); Arai, E [Metal Mining Agency of Japan, Tokyo (Japan); Noguchi, K; Fujiwara, K [Waseda University, Tokyo (Japan)

    1997-10-22

    Dielectric constants of ore body and mother rock specimens taken from an epithermal gold deposit were measured in the frequency band of radar technique. Applicability of the radar technique to mineral exploration has been investigated by comparing measured results and ore showing. This paper describes the results. Measured results of the dielectric constants are summarized as follows. The specific dielectric constant in the forced dry condition did not depend on specimens. The specific dielectric constant in the water saturated condition increased with increasing the porosity. The conductivity increased with increasing the specific dielectric constant. The specific dielectric constant and conductivity increased with increasing the water content. The specific dielectric constant did not depend on types of rocks. The specific dielectric constant decreased with increasing the frequency. Difference of the specific dielectric constant in the water saturated condition decreased with increasing the frequency. The radar technique was applied to blind deposits. Since they were often in the ground water saturated zones, it was considered that the reflection at the boundary was enhanced with increasing the difference of specific dielectric constant between ore body and mother rock compared with that in unsaturated zones. 8 refs., 8 figs., 3 tabs.

  5. Proceedings of the 94th SEGJ (The Society of Exploration Geophysicists of Japan) Conference; Butsuri tansa gakkai dai 94 kai (1996 nendo shunki) gakujutsu koenkai koen ronbunshu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-05-01

    The fiscal 1996 SEGJ Conference was held in Tokyo during May 15-17, and 101 papers were reported. As for disaster prevention, the following were reported: Questionnaire investigation for the earthquake, Localization of b-values and maximum earthquakes, Cooperative measurements of microtremors in the north-eastern region of Nishinomiya City, Hyogo Pref., etc. As to elastic wave data recording and modeling data processing, Optimization of dynamite source depth for seismic surveys, Simulation of breakage of heterogeneous materials caused by detonative loading, etc. With relation to archeology, radar, and refraction method, Reexamining results of Iwatoyama tumulus by means of directive antenna, Application of geophysical method to investigation of old castle, etc. Concerning microtremors and surface waves, Estimation of shallow ground structure using short-period microtremors array observation, etc. Besides, papers were reported on electromagnetism, tomography, gravity/magnetism/numerical calculation, measurement while drilling, etc. Moreover, a symposium on underground structures in the Hanshin/Awaji area as viewed from geophysical exploration was held presenting nine papers.

  6. 2D resistivity survey in complex geological structure area. Application to the volcanic area; Fukuzatsuna chishitsu kozo chiiki ni okeru hiteiko nijigen tansa. Kazangan chiiki deno tekiorei

    Energy Technology Data Exchange (ETDEWEB)

    Asakawa, S; Ikuma, T; Tanifuji, R [DIA Consultants Co. Ltd., Tokyo (Japan)

    1996-05-01

    Introduced herein is an application of 2D resistivity survey to a volcanic rock area where the survey result is difficult to interpret because of its complex geological structure. In a dam site survey, main problems involve the permeability of water through faults and weathered, altered zones. At this site, a 2D resistivity survey was conducted, a 2D geological structure was deduced from the resistivity section, and the result was examined. It was found that resistivity distribution was closely related to hydrographic factors, but no obvious correlation was detected between rock classes and R, Q, and D. In conducting investigations into a section planned for a highway tunnel, it was learned that the problem was a volcanic ash layer to collapse instantly upon absorbing water, and the distribution of the ash layer, not to be disclosed by boring, was subjected to a 2D resistivity survey. The survey was conducted into the structure above where the tunnel would run, and further into the face, and studies were made about what layer was reflected by the resistivity distribution obtained by analysis. The result of the analysis agreed with the details of the layer that was disclosed afterward. 4 figs., 1 tab.

  7. Three dimensional transient electromagnetic model study for fracture prediction from tunnel face; Sanjigen model keisan ni yoru TEM ho no tunnel zenpo tansa eno tekiyosei no kento

    Energy Technology Data Exchange (ETDEWEB)

    Wada, K; Tsutsui, T; Saito, A [Mitsui Mineral Development Engineering Co. Ltd., Tokyo (Japan); Hara, T [Toda Corp., Tokyo, (Japan); Zhdanov, M [University of Utah, UT (United States)

    1996-10-01

    In order to apply TEM model to fracture prediction at tunnel face, 3-D TEM model computation by FEM was conducted by installing a transmission loop on a tunnel face. MT field responses diffusing into the 3-D model were computed by time-domain difference calculus, and analytical precision was improved by introducing a staggered grid method. In the case where a low resistive zone exists before a tunnel face, time variance in diffused eddy current and induction current in the low resistive zone could be obtained. The difference in tunnel-axial transient curve (transient phenomenon curve in magnetic field) between uniform medium and low resistive zone models was based on the absorption process of diffused eddy current into the low resistive zone, and the expanding process of it toward the outside. Change in background condition could be predicted from the background and the ratio of transient curves every measurement. The detection limit of the low resistive zone was dependent on resistivity contrast, distance and geometry. Fluctuation in measurement due to noises and S/N ratio were also essential. 3 refs., 10 figs.

  8. Fiscal 1995 verification survey of geothermal exploration technology. Report on a deep geothermal resource survey; 1995 nendo chinetsu tansa gijutsu nado kensho chosa. Shinbu chinetsu shigen hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-06-01

    For the purpose of reducing the risk of deep geothermal resource development, the paper investigated three factors for the formation of geothermal resource in the deep underground, that is, heat supply from heat source, supply of geothermal fluids, and the developmental status of fracture systems forming reservoir structures. The survey further clarified the status of existence of deep geothermal resource and the whole image of the geothermal system including shallow geothermal energy in order to research/study usability of deep geothermal resource. In the deep geothermal resource survey, drilling/examination were made of a deep geothermal exploration well (`WD-1,` target depth: approximately 3,000-4,000m) in the already developed area, with the aim of making rationalized promotion of the geothermal development. And the status of existence of deep geothermal resource and the whole image of the geothermal system were clarified to investigate/study usability of the geothermal system. In fiscal 1995, `WD-1` in the Kakkonda area reached a depth of 3,729m. By this, surveys were made to grasp the whole image of the shallow-deep geothermal system and to obtain basic data for researching usability of deep geothermal resource. 22 refs., 531 figs., 136 tabs.

  9. On the fault system and basement structure in and around the epicentral region of the 1995 Hyogo-ken Nanbu earthquake; 1995 nen Hyogoken nanbu jishin shingen shuhen no danso kiso kozo ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Yokokura, T; Kano, N; Yamaguchi, K; Miyazaki, T [Geological Survey of Japan, Tsukuba (Japan); Ikawa, T; Ota, Y; Kawanaka, T [Japex Jeoscience Institute, Tokyo (Japan)

    1996-05-01

    A reflection elastic wave seismic survey was carried out as part of the emergency survey of active faults in relation with the Hyogo-ken Nanbu Earthquake. This paper presents an interim report on the survey covering a wide area with deep structure as the survey object. The paper mentions that processing the survey data has been nearly completed, and is in the stage of making analyses and interpretations of the result of the processing, and that the survey was an attempt of making a unified survey over land areas, shallow sea areas, and seas by setting twelve traverse lines in and around the epicenter region. The paper also introduces briefly what has been found on hypocenters used, vibration receivers, vibration intervals, and CPD intervals, and on shapes of faults, particularly the continuity (the relationship of the Ashiya fault, Koyo fault and Osaka bay fault with the above two faults, branching of the Osaka bay fault, faults between the Wada promontory fault, Awaji Island and the Osaka bay fault, the fault off the east coast at the central part of Awaji Island, the Shichiku fault on the west coast of Awaji Island, and the basement fault). Mention is given also on the basement structure chart of the Osaka bay prepared preliminarily for the purpose of reference. 2 figs.

  10. Estimation of site effects in Higashinada Ward, Kobe City using aftershock records of the 1995 Hyogo-Ken Nanbu Earthquake; Hyogoken nanbu jishin no yoshin kiroku wo mochiita Kobeshihigashinadaku no jiban zofuku tokusei no hyoka

    Energy Technology Data Exchange (ETDEWEB)

    Kurita, K.; Yamanaka, H.; Seo, K. [Tokyo Inst. of Tech. (Japan)

    1998-07-30

    Source spectra and site effects are separated using the aftershock records, and the characteristics of short period earthquake motion in Higashinada Ward, Kobe City including the area to the south of seismic intensity 7 area are investigated placing emphasis on how far the site effects can be explained by 1-D ground structure. The shape and amplitude of the site effect of KNN and KYC located outside the seismic intensity 7 area can be explained fairly well by 1-D multiple reflection theory of S wave. However, peaks near 3 to 4Hz of KNN and UOZ in seismic intensity 7 area can not be explained. This suggests that the site effects of seismic intensity 7 area obtained by the aftershock records might include 2-D effects of underground structure. Inversion is performed using site effects as the objective functions to determine S wave velocity structure and Qs in the sedimentary layer. S wave velocity structure shows no systematical difference from those of the past models. 22 refs., 13 figs., 2 tabs.

  11. Proceedings of the 89th (Fall, fiscal 1993) SEGJ (the Society of Exploration Geophysicists of Japan) Conference. Butsuri tansa gakkai dai 89 kai (1993 nendo shuki) gakujutsu koenkai ronbunshu

    Energy Technology Data Exchange (ETDEWEB)

    1993-10-01

    The 89th SEGJ Conference was held during October 12-14, 1993. With relation to the exploration of elastic wave, reported are comparison study on an S/N ratio improvement method for noise in VIBROSEIS exploration, discrimination of the pseudo bright spot by AVO (amplitude versus offset) method in petroleum exploration, cross-adit and cross-well velocity tomography, AE doublet analysis in the hydraulic fracturing experiment on hot dry rock, estimation of crack extension surface, exploration of Aso caldera, seismic exploration ahead of the tunnel face, etc. Borehole televiewer by ultrasonic wave image is also reported. Relating to electrical prospecting, reports are made on simultaneous analysis of resistivity and charging rate, grasp of fluid transfer by SP change in the hydraulic fracturing experiment, synthetic focused resistivity logging using array normal logging equipment, borehole resistivity profiling, etc. Lectures totals 64 including reports further made on migration, refraction method analysis, VSP (vertical seismic profile), ground vibration, gravity/magnetic force/thermal structure, simulation, etc.

  12. Report on fiscal 1999 survey for geothermal exploration technology verification. Survey of deep-seated geothermal resources; 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    To promote the development of deep-seated geothermal resources in a rationalized way, studies were conducted about deep-seated geothermal resource assessment techniques, development guidelines, and the like. For the development of techniques for estimating deep-seated geothermal reservoir parameters, the Uenotai district, Akita Prefecture, and the Hatchobaru district, Oita Prefecture, were designated as model fields, and a geothermal system conceptual model was fabricated. Data of the two districts were registered in a database. Using these data, verification was performed of the validity of stochastic estimation techniques, large area flow simulation, rock/water equilibrium reaction simulation, and the like. As for the technique of deep-seated resource amount estimation, a simplified reservoir model was experimentally constructed based on parameters determined by the stochastic estimation of deep-seated reservoirs and on the conceptual model, and a method was studied for TOUGH2-based production prediction. Studies were also made about deep-seated geothermal resource development guidelines, such as exploration guidelines, exploration well boring guidelines, and geothermal fluid production guidelines. (NEDO)

  13. Report on fiscal 2000 survey for geothermal exploration technology verification. Survey of deep-seated geothermal resources; 2000 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    To promote the development of deep-seated geothermal resources in a rationalized way, studies are conducted about deep-seated geothermal resource assessment techniques, development guidelines, and the like. Data were collected at the Sumikawa-Onuma district, Ogiri district, Mori district, Yanaizu-Nishiyama district, and the Onikobe district, and compiled into a database to be open to the public. Studies were made about methods for estimating parameters for deep-seated geothermal reservoirs. The resultant findings indicate that, in the Uenotai and Sumikawa-Onuma districts where geothermal reservoirs are governed mainly by a fracture network, the relaxation method and extrapolation will be effective for deep-seated reservoir temperature estimation, and the ascending current analysis method and extrapolation for permeability estimation. The findings also indicate that the expanse of deep-seated reservoirs will be suitably estimated using a method similar to that applied to shallow-seated reservoirs. In the study of the estimation of the amount of deep-seated geothermal resources, it is concluded that the simplified model A will be effective in dealing with a geothermal district where there is a well-developed fracture network and the simplified model B in dealing with a geothermal district where supply of deep-seated fluid governed by an extensive fault prevails. (NEDO)

  14. Fiscal 1998 overseas geological structure survey. Japan-China joint coal survey Mei-Xian project; 1998 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Chugoku sekitan kyodo tansa Mei-Xian project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    Japan-China joint coal survey was made through seismic prospecting by Japanese group and drilling prospecting by Chinese group. Mei-Xian mine property includes coal seams of the Jurassic period, and is covered with the quaternary period stratum without any coal seam. The base of the quaternary period stratum exists at depth of 50-400m, while the coal seams at depth of 300-700m. Among 11 existing seams, the 1st and 5th seams are main objects for prospecting. The 5th seam of 0.2-8.96m (2.95m in average) thick is the most expected important one, distributing all over the mine property. The 5th seam also has branch seams spreading over 2.5km from east to west and 1.2km from south to north in the center part of the mine property. The 1st seam of 0-8.62m (2.90m in average) thick is most thick in the south part of the mine property. The theoretical amount of coal deposits in the whole coal seam is estimated to be nearly 290,000,000t by Chinese group (nearly 50% of it in the 5th seam). That is also estimated to be nearly 346,000,000t by Japanese group (155,000,000t in the 5th seam). Both 1st and 5th seams are composed of sub-bituminous coal. (NEDO)

  15. Utilization of two-way multicore cables and comparison of various electrode configurations in electrical prospecting; Denki tansa ni okeru sohokogata tashin cable no riyo to kakushu dekyoku haichi no hikaku

    Energy Technology Data Exchange (ETDEWEB)

    Takakura, S [Geological Survey of Japan, Tsukuba (Japan); Matsushima, J [The University of Tokyo, Tokyo (Japan). Faculty of Engineering

    1996-10-01

    For more precise electrical prospecting, the new multicore cable was developed to allow high-density measurement by conventional equipment. Since conventional multicore cables are inferior in cost, length and weight, the new cable is composed of an n-conductor cable, two n-conductor male connectors and n lead wires. For connection of the multi-conductor cable and lead wires, cable sheath is peeled at n points at specific intervals. Sheath of the k-th conductor is peeled at k-th point from the terminal, and restored for insulation after connection of the conductor and lead wire. The male connectors are attached to the both ends of the multi-conductor cable. Since this two-way type cable can be used at every end, the measuring equipment can measure at one divisional point after another of a long measuring line while shifting the equipment from one point to another. All measurements are perfected only with two short cables. Resistivities were successfully measured along the long measuring line of 480m long with 97 electrodes arranged at intervals of 5m. Various electrode configurations were also compared. 1 ref., 4 figs., 2 tabs.

  16. Leading research report for fiscal 1998 on the super-survey (Next-generation underground exploration technology); 1998 nendo super survey (jisedai chika tansa gijutsu) no chosa kenkyu sendo chosa kenkyu hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    Researches are conducted on innovative mineral resources exploration technologies which use seismic waves or scattered electromagnetic waves to grasp the 3-dimensional structure in the ground. In fiscal 1998, a concrete research and development program is formulated, under which the seismic method and electromagnetic method will deal with an approximately 1km{sup 2}-large area of metalliferous deposit seated approximately 500m deep. In addition, researches are conducted overseas on the trend of related technologies. At an NMR (nuclear magnetic resonance) workshop held at the Society of Exploration Geophysicist, U.S., application of the NMR method to water is suggested. At a European Geophysical Society of environmental research and civil engineering event, useful knowledge is acquired about a 4-dimensional sounding (monitoring) technique in which a time axis is added to the 3-dimensional sounding technique and a high-resolution high-efficiency sounding system for probing shallow layers. During visits at Australian institutes concerned with the electromagnetic sounding technology, the trend of probing technologies especially those using the superconducting quantum interface device (SQUID) is gasped. (NEDO)

  17. Model experiment on detection and monitoring of fractures by using air as a tracer for seismic wave. 2; Kitai wo tracer to shita kiretsu no danseiha tansa no model jikken. 2

    Energy Technology Data Exchange (ETDEWEB)

    Watanabe, T; Takami, Y; Ishiga, T; Sassa, K [Kyoto University, Kyoto (Japan). Faculty of Engineering

    1996-05-01

    Clearance provided between two flat resin blocks (being stacked) used as a model of a crack in rocks was subjected to an experiment to investigate elastic wave propagation characteristics when the crack is filled with water and when injected with air. This paper reports the result of the experiment. The experiment was carried out on a case where a parallel flat layer of water (with a thickness of 2 mm) was used as a crack and a case where crack faces are contacted (small resin pieces are inserted into the crack). The experiment was conducted by injecting air bubbles (air) into the water saturated crack from its side to gradually expand the air bubble existing region. Seven ceramic piezoelectric elements (one is a vibration source) were arranged on top of a resin block and six elements beneath the block to measure a wave reflected from the crack face and a wave permeated through the crack. It was found that as the air bubble existing region is expanded, the amplitude of the permeated wave decreases remarkably (however, only to a certain level when the crack faces are contacted), and the amplitude of the reflected wave increases. 3 refs., 9 figs.

  18. Reduction of artificial source effect in the high-resolution aeromagnetic survey in the Hanshin region; Hanshin chiiki no komitsudo kuchu jiki tansa ni okeru jinko noise source no eikyo no jokyo

    Energy Technology Data Exchange (ETDEWEB)

    Nakatsuka, T; Makino, M; Morijiri, R; Okuma, S [Geological Survey of Japan, Tsukuba (Japan)

    1997-05-27

    A high-resolution aeromagnetic survey was carried out in December 1995 on areas from Kobe City to Kyoto City in relation to the Hyogoken-nanbu Earthquake in 1995. It was found in the survey that effects of electric trains driven by direct current and man-made structures cannot be avoided, working as a large noise factor in extraction and analysis of geological information. This paper describes a quantitative analysis on magnetic anomaly suspected to have been caused from artificial sources seen in the magnetic map of the Hanshin area obtained from the above exploration data. The paper also gives considerations on methods to remove the effects therefrom. It then describes a quantitative analysis and the result of attempts on removal of the anomaly, taking up the following factors: (1) distribution of specific and remarkable magnetic anomalies which correspond to railroad positions of the Hanshin Railways running through the Nishinomiya-Toyonaka area, (2) the magnetic anomaly trend in positive and negative pair seen in the seafront area of Kobe City, and (3) typical bipolar isolated type magnetic anomaly in the north-west part of Kobe City. The cause for (1) was loop current flown for the railway operation, that for (2) was man-made structures in the improved seafront area, and that for (3) was a provisionally built metal waste storage yard. 9 figs.

  19. Fiscal 2000 survey report on overseas geological structure, etc. Project for exchanging experts - Exploration technology (Indonesia); 2000 nendo kaigai chishitsu kozo to chosa hokokusho. Gijutsusha koryu jigyo - Tansa gijutsu bunya (Indonesia)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    For the stabilization of coal supply/demand in the APEC (Asia-Pacific Economic Cooperation Conference) region and for the stable supply of coal to Japan, Japanese engineers and experts were dispatched to Indonesia, where coal production was remarkably increasing and efforts were being actively exerted to develop new coal mining fields, for training Indonesian specialists there, and Indonesian specialists were invited to Japan for training here. Japanese instructors on dispatch delivered lectures on coal geology, exploration, and exploitation at the human resource development center of Bandung City during the period July 20 through August 4, 2000, which was followed by a coal outcrop survey training session in the field. The trainees were from Kalimantan, Sumatra, Java, etc., and numbered 30. The trainees invited to Japan received lectures and training related to coal geology, exploration, and mining programs during the period October 19 through November 18, 2000, at the Geological Survey of Japan, Agency of Industrial Science and Technology, Ministry of International Trade and Industry; Matsushima Coal Mining Co., Ltd.; Enzan Plant, Tone Corporation; DIA Consultants Co., Ltd.; and Mitsubishi Materials Corporation. (NEDO)

  20. FY 1999 Report on overseas geological structure surveys. Joint Japan-China Yu Xian exploitation project; 1999 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Chugoku sekitan kyodo tansa Yu Xian project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    This project is based on the (agreement of the joint exploitation project for Yu Xian block in Yu Xian coal mine, Province of Hepei by Japan's NEDO and China's Coal Geological Bureau), signed on October 4, 1996. The joint project mainly comprises seismic exploitation and test drilling, Japan being mainly responsible for the former and China for the latter. The final report will be drawn jointly for the geological survey results necessary for designing coal mines. The Yu Xian block contains the Jurassic coal seams, which are covered by the Quaternary bed and not exposed to the surface. The Quaternary bed base is 50 to 400 m deep from the surface, and coal seams are 300 to 700 m deep also from the surface. A total of 11 coal seams are located in the Xiahuayuan strata as the coal-bearing strata. The first and fifth seams are most promising ones. In particular, the fifth seam is thick (0.2 to 6.91 m thick) and distributed throughout the block. It is estimated that 8 coal seams have a total coal quantity of approximately 346 million tons. (NEDO)

  1. Distribution of strong ground motion from uppermost crustal structure. Comparison with disaster from the Hyogo-ken Nanbu Earthquake; Yaya fukai chika kozo no henka ni yoru kyoshindo bunpu. Hyogoken nanbu jishin ni yoru higai bunpu tono hikaku

    Energy Technology Data Exchange (ETDEWEB)

    Zhao, Z; Okubo, R [Kawasaki Geological Engineering Co. Ltd., Tokyo (Japan)

    1997-10-22

    It was intended to elucidate characteristics of distribution of damages caused by an earthquake which occurs directly below an urban area. Therefore, numerical simulation using the pseudo-spectral method was performed on characteristics of seismic wave propagation in non-homogenous media composed of rock beds and sediment beds, and of seismic wave amplitudes on ground surface. The simulation has utilized information on underground structures disclosed by using the latest physical exploration method. The underground structure model assumed a two-dimensional model hypothesizing presence of upper, middle and lower beds in the Osaka bed group on granite, using as reference the information on S-wave velocity underground structure revealed by the microtremor exploration method. With an objective to elucidate characteristics of distribution of collapse ratio in the area from 8-chome, Okamoto, Higashinada Ward, Kobe City to 2-chome of Sakanasaki Minamicho, as damages suffered from the Hyogo-ken Nanbu Earthquake, a simulation has been performed varying the structure model based on the results derived by the microtremor exploration method and the reflection method. As a result, it was shown that the characteristics of the maximum amplitude distribution of displacement of ground surface, velocity and acceleration agree well with those of the collapse ratio distribution, and that the simulation using the pseudo-spectral method is an effective means to analyze the ground surface collapse ratio distribution. 5 refs., 3 figs.

  2. Time domain electromagnetic method for petroleum exploration. Part 3. Case study in Yoneyama area; Sekiyu tansa ni okeru TDEM ho data shutoku to kaiseki ni tsuite. 3. Niigataken Yoneyama chiiki deno tekiyorei

    Energy Technology Data Exchange (ETDEWEB)

    Ishikawa, H; Mitsuhata, Y [Japan National Oil Corp., Tokyo (Japan); Shiga, N [Mitsui Mineral Development Engineering Co. Ltd., Tokyo (Japan)

    1996-05-01

    The result is reported of a TDEM method-based survey for oil exploration conducted in the Yoneyama district, Niigata Prefecture. The survey covered the southern part of the sedimentary basin in the prefecture, known for the poor quality of the seismic prospecting data that had been recorded. The purpose of the TDEM method-assisted survey was to probe the high-resistivity volcanic rock structure and low-resistivity sedimentary layer, and to know their details. The obtained data were subjected to interpretation by use of the 1D inversion method. A 4000m-deep level was subjected to interpretation, 34 data were inputted, and the early model consisted of 20 layers. As the result, it was found that there was a high-resistivity layer ranging from the ground surface down to a depth of approximately 500m, that a low-resistivity layer 2500-3000m in thickness lay thereunder, and that the lowest layer had a high resistivity of approximately 100 Ohm m. By comparing these data with the geological structure, structures were disclosed corresponding to the rock bed depth, Ukawa syncline, Ishiguro anticline, and Yoneyama mountain mass. 3 refs., 10 figs., 1 tab.

  3. Borehole geophysics for delineating the geological structure in the Sakonishi prospect, the Hida area, Japan; Hida chiiki Sako nishi chiku ni okeru boring ko riyo butsuri tansa ni yoru chishitsu kozo kaiseki

    Energy Technology Data Exchange (ETDEWEB)

    Katayama, H.; Hishida, H.; Yoshioka, K. [Metal Mining Agency of Japan, Tokyo (Japan)

    1997-05-27

    In order to discuss effectiveness of physical exploration in the Sakonishi prospect in the Hida area, physical exploration was carried out by utilizing bored wells. This area contains the Kamioka mine, one of the major base metal mines in Japan, where electrical exploration has been attempted several times in the past. No effective results have been obtained, however, because specific resistance contrast between mine beds and base rocks is too small, and the topography is too steep making site workability inferior. As part of the investigations on geological structures over wide areas, electrical logging (specific resistance and natural potential) was performed in fiscal 1995 and 1996 by utilizing the boreholes. Induced polarization logging was also conducted on the same boreholes. A traverse line on the ground with a length of 600 m and boreholes were used to execute specific resistance tomography. Clear extraction was possible on a fault structure which is thought related with limestone distribution and mine bed creation. However, it was not possible to identify upward continuity of zinc ores expected in the exploration. Because of not large a specific resistance contrast between zinc ores and base rocks, it is difficult to find mine bed locations only from the information on the specific resistance. 5 refs., 5 figs., 1 tab.

  4. Fiscal 1998 geological survey overseas. Report on Tanjung Enim project for Japan-Indonesia joint coal exploration; 1998 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Indonesia sekitan kyodo tansa Tanjung Enim project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    For disclosing stratigraphy and lithofacies and for clarifying the status of coal beds in the southern Arahan area (55km{sup 2}), South Sumatra, ground surface exploration, borehole drilling, borehole geophysical logging, and seismic reflection monitoring were carried out. The survey covered a rectangular area, 11km from east to west and 5km from north to south and 60m to 130m in elevation. In the ground surface exploration effort, trenching was performed at three spots in coal bed outcrops in an quasi-accurate survey with route gaps of roughly 1,200m. Ten boreholes were drilled. The deepest one was 282.20m deep and the shallowest one 117.80m deep, with the total drilled length measuring 1,643.70m. Seismic reflection monitoring was implemented using three traverse lines (two running north to south and one running from east to west), with the three lines measuring 10.92km in total. VSP (vertical seismic profiling) was carried for borehole ASN17 only. The findings are that there are four kinds of coal beds, that is, A2, B, C, and E spreading all over the area, that their thicknesses are estimated to be 12m, 18m, 7m, and 6-8m, respectively, and that coal beds A2, B, and C are packed into between 80m-deep and 150m-deep levels. (NEDO)

  5. FY 1994 Report on the feasibility study results of the geothermal exploitation technologies for the international joint demonstration research; 1994 nendo chinetsu tansa gijutsu no kaigai kyodo jissho kenkyu kanosei chosa hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1995-03-01

    Described herein are the FY 1994 results of the feasibility study of the geothermal exploitation technologies for the international joint demonstration research with Indonesia. The survey methods are considered for the areas difficult to access by land transportation means (e.g., tropical rain forests) to promote development of geothermal resources in remote areas (small- to medium-scale geothermal power generation plans). The satellite and air remote sensing are used for the wide-area survey. The data obtained by the satellite are analyzed using the JERS-1 data, and then surveyed in detail by the air remote sensing for the selected areas to find, e.g., abnormal ground temperature regions, faults, volcanoes, geothermally altered regions and landslide regions. They are surveyed in more detail by the air electromagnetic and magnetic exploitation methods. Although they have high resolution, their application tends to be hindered by hot and humid climates in the prospective exploitation areas. The GEMS-aided resources analysis is used to establish the geothermal models, to help extract the promising areas. These techniques are basically common, but it is necessary to take into consideration, e.g., the environments and regional characteristics of these areas when they are actually used. Diversification of fossil fuel supply sources is advantageous for Japan, and her energy security will be improved by supporting geothermal resources development promotion in the supply sources. (NEDO)

  6. FY 1999 Report on overseas geological structure surveys. Joint Japan-China Yu Xian exploitation project (Attachments); 1999 nendo kaigai chishitsu kozo nado chosa futai shiryo. Nippon Chugoku sekitan kyodo tansa Yu Xian project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    This reports provides the attachments for the report JN0041264. The contents include (1) minutes of the fourth steering committee, (2) technical reports presented to the fourth steering committee (I: report on FY 1998 joint exploitation works, and II: report on FY 1999 joint exploitation works), (3) minutes of the fifth steering committee, and (4) technical reports presented to the fifth steering committee (I: report on FY 1999 joint exploitation works, and II: report on planned FY 2000 joint exploitation works). The item (1) includes approval of the reports on FY 1998 and 1999 joint exploitation works. The item (2)-I report includes seismic exploitation test works, observation work results and quality evaluation thereof; drilling exploitation work results, quality evaluation thereof, exploitation results and evaluation thereof; exploitation results and evaluation thereof; and proposals. The item (2)-II report includes seismic exploitation, drilling exploitation, and man-hours of the workers from the both countries. The item (3) includes approval of the reports on FY 1999 joint exploitation works and planned FY 2000 joint exploitation works. The (4)-I report includes seismic exploitation work results and evaluation thereof, seismic exploitation test works, drilling exploitation work results, quality evaluation thereof, exploitation results and evaluation thereof, and proposals for the future works. The (4)-II report includes seismic and drilling exploitation plans, and numbers and periods of the workers from the both countries. (NEDO)

  7. Confirmation study of the effectiveness of prospect techniques for geothermal resources. Deep-seated geothermal resources survey report (Fiscal year 1994); 1994 nendo chinetsu tansa gijutsu nado kensho chosa. Shinbu chinetsu shigen chosa hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-03-01

    Drilling and survey of deep geothermal exploration wells were conducted to grasp the existing situation of deep geothermal resource and the whole image of geothermal systems in the area where geothermal resource was already developed. In the drilling work in fiscal 1994, 4000m-class rigs and the top drive system were planned to be used for drilling of 12-1/4 inch wells, but 9-5/8 inch liners were used for drilling down to depths of 2550m or deeper since the amount of lost circulation is large and the withdrawal of devices may be very difficult. And in 8-1/2 inch wells, the well was drilled down to a depth of 2950m. As to the deep resistivity exploration technology using electromagnetic method, studies were made of a multiple-frequency array induction logging (MAIL) method, a vertical electromagnetic profiling (VEMP) method, a joint analysis method, etc. Concerning the synthetic fluid inclusion logging technology, containers were lowered into the well and a comparison was made between data of the homogenization temperature analysis of the formed fluid inclusion and those of the temperature log analysis. With relation to the making of deep geothermal structural models, revision was made according to the determination of depths of Miocene formations, Pre-tertiary formations, and the Kakkonda granite. 65 refs., 268 figs., 79 tabs.

  8. Confirmation study of the effectiveness of prospect techniques for deep geothermal resources. Deep-seated geothermal resources survey report (Fiscal year 1993); 1993 nendo chinetsu tansa gijutsu nado kensho chosa. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1995-03-01

    Drilling and survey of deep geothermal exploration wells were conducted in order to grasp the existing situation of deep geothermal resource and the whole image of geothermal systems in the area where geothermal resource was already developed. Following fiscal 1992, the well was drilled in fiscal 1993 down to depths of 605m-1505m, and a 13-3/8 inch casing was inserted down to a depth of 1500m. In the drilling, four cores including oriented cores were sampled, and microscopic observation, X-ray diffraction analysis, fluid inclusion survey, core property test, etc. were conducted. In the FMI logging, detected were 273 bedding planes, 483 fractures, etc. Further made were a velocity structure survey, a gravity survey in the area of 270 km{sup 2} including deep exploration wells, a quality survey of the Kakkonda river water, etc. As to geothermal structure models in the Kakkonda area, results of the drilling were added to prediction models before drilling deep exploration wells, but the revision was not very much. Besides, studies were made of a survey method using microearthquakes, a survey technique using resistivity, etc. 61 refs., 259 figs., 95 tabs.

  9. Processing of the reflection seismic data which were acquired in the continental shelf off the north-west Australia; Australia hokusei tairikudana chiiki ni oite shutokusareta hanshaho chishitsu tansa data no shori ni tsuite

    Energy Technology Data Exchange (ETDEWEB)

    Amano, H [Japan National Oil Corp., Tokyo (Japan)

    1996-05-01

    Reflection exploration of earthquakes was conducted in the continental shelf off the north-west Australia, and a report is made concerning the processing of the acquired data. A GI gun was used as the vibration source, and a wave quite similar to a pulse was generated. Hydrophones were arranged with group intervals of 12.5m, and high-resolution field data were acquired. An analog low cut filter was used to suppress the large-amplitude swell noise attributable to sea conditions. A digital filter was designed for the purpose of eliminating coherent noises from other survey ships. At the ultimate stage the f-k filter was applied to each of the shot records, and the effectiveness was verified. The traverse line was as long as 6700km and therefore the design window was set relatively long at 2.0-4.0s in the residual static correction phase. It was found that this setup is effective in improving the continuity of the reflection surface. 5 figs., 1 tab.

  10. Electromagnetic survey (TEM method) in Teradomari and examination of resistivity structure to be based on near surface information; Niigataken Teradomarimachi ni okeru denji tansa kekka (TEM ho) no doshitsu joho ni yoru kento

    Energy Technology Data Exchange (ETDEWEB)

    Ishikawa, H; Mitsuhata, Y; Matsuo, K; Tanaka, H [Japan National Oil Corp., Tokyo (Japan). Technology Research Center; Wada, K [Mitsui Mineral Development Engineering Co. Ltd., Tokyo (Japan)

    1996-10-01

    TEM method was applied to estimate soil structure from resistivity change of underground water saturated stratum featured by slow S wave and fast P wave over 1500m/s. Vertical magnetic field was measured by underlaying a transmission loop of 60m{times}60m around a measuring point in Teradomari, Niigata prefecture, and by installing a magnetic sensor at the measuring point. From comparison of a soil profile with the resistivity profile obtained by TEM data, the former well consisted with the latter. The surface low resistivity stratum corresponded to alluvium from comparison of it with soil and logging data. This alluvium base with fast P wave over 1500m/s satisfied the condition of optimum blasting depth because of a saturated stratum in the surface base. The resistivity structure was related to a saturated stratum. Sand bed was thick at the interface between alluvium low ground and hill area, and from the analytical result, the depth of sand bed showing high resistivity was more shallow than that of the alluvium base, pointing out necessary notice in interpretation. Resistivity survey is promising as simple method for optimum blasting depth. 4 refs., 6 figs., 1 tab.

  11. FY 1998 report on the verification survey of geothermal exploration technology, etc. 1/2. Survey of deep geothermal resource; 1998 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 1/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-12-01

    For the purpose of commercializing deep geothermal resource, a deep exploration well of 4000m class was drilled in the existing geothermal development area to survey the situation of deep geothermal resource existence and the availability. Concretely, the deep geothermal exploration well was drilled for study in the Kakkonda area, Shizukuishi town, Iwate prefecture, to clarify the situation of deep geothermal resource existence and the whole image of geothermal system. Consideration was made of the deep geothermal exploration method, systematization of deep high temperature drilling technology, and availability of deep geothermal resource. The results of the survey were summed up as follows: 1) general remarks; 2) deep exploration well drilling work; 3) details of the study. 1) and 2) were included in this report, and 3) in the next report. In 1), the items were as follows: the study plan/gist of study execution, the details and results of the deep geothermal resource survey, the outline of the deep exploration well drilling work, and the outline of the results of the FY 1998 study. In 2), the drilling work plan/the actual results of the drilling work were summed up. As to the results of the study, summarized were the acquisition of survey data on deep exploration well, heightening of accuracy of the deep geothermal resource exploration method, etc. (NEDO)

  12. Fiscal 1996 verification and survey of geothermal prospecting technology etc. 1/2. Survey report on deep-seated geothermal resources; 1996 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 1/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    For the purpose of reducing the risk to accompany the exploitation of deep-seated geothermal resources, investigations are conducted into the three factors that govern the formation of geothermal resources at deep levels, that is, the supply of heat from heat sources, the supply of geothermal fluids, and the development of fracture systems contributing to the constitution of reservoir structures. In fiscal 1996, the deep-seated exploration well WD-1a is sidetracked for penetration for a target newly assigned at the 3,000m-deep level. Carried out in a survey of well geology are the naked-eye and microscopic observation of core cuttings, X-ray powder method, examination of inclusions in fluids, chemical analysis of whole rocks, analysis of isotopes in minerals, analysis of core fracturing, etc. Also, data are collected from a survey of mud log, survey of water in the well before digging, and from well logging. Furthermore, pressure monitoring etc. are conducted in order to determine the interference in pressure between the deep-seated and shallow-seated wells that accompanies multiple outbursts from the Kakkonda No. 2 machine, to know the water permeability between the shallow-seated and deep-seated parts, and to grasp the anisotropy in permeability in shallow-seated reservoirs. (NEDO)

  13. Fiscal 1997 verification and survey of geothermal prospecting technology etc. 2/2. Survey report on deep-seated geothermal resources; 1997 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 2/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-02-01

    For the purpose of reducing the risk to accompany the exploitation of deep-seated geothermal resources, investigations are conducted into the three factors that govern the formation of geothermal resources at deep levels, that is, the supply of heat from heat sources, the supply of geothermal fluids, and the development of fracture systems contributing to the constitution of reservoir structures. In the evaluation and study of reservoirs and the amount of resources, a reservoir simulation is conducted to grasp the characteristics of reservoirs and the amount of resources. For this purpose, the origin and history of the Kakkonda geothermal field are studied, with special attention paid to the origin of the difference in temperature between the shallow-seated and deep-seated reservoirs, the geometry of granite at Kakkonda, the region of recharge of meteoric water, the distribution of saline concentration in the natural state and the cause of the occurrence, the amount of supply of fluids and heat from the depth to the reservoirs, etc. In the evaluation and study of the economic effectiveness of the exploitation of deep-seated geothermal resources, it is learned that, if a 50MW geothermal power station is to be built at a deep level (drilled depth of 3000m on the average) with a rate of 50% attained in drilling, the steam amount required at such a deep level (presumed to be 75t/h) will be more than twice that required at a shallow level (presumed to be 35/h). (NEDO)

  14. FY 2000 survey of the geological structure overseas, etc. Japan-China joint coal exploration - Yu Xian project; 2000 nendo kaigai chishitsu kozo nado chosa - futai shiryoshu. Nippon Chugoku sekitan kyodo tansa Yu Xian project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    This data book summarized the proceedings and the technical report of the management committee on the Japan-China geological structure survey based on the consultation concluded between NEDO and China's bureau of coal field geology and a report meeting on the Yu Xian project. In the exploration, conducted were the boring survey of 10 boreholes, seismic survey of 2D (71 traverse lines, 180.105km) and 3D (1.5km{sup 2}), VSP (6 holes (345 shots)) and the low velocity band survey (2,072 shots). The geological structure of the area presented the syncline structure with a gentle line associated with foldings and a number of faults and was classified into the medium class or the class of a little complication in the Chinese standard. The number of the faults confirmed in this exploration totaled 57. Coal reserves by coal seam were 157.22 million tons at No. 5 seam and 102.57 million tons at No. 1 seam. The total amount of the two seams was 79.1% of the total coal amount in all area. The coal quality of Nos. 1 and 5 was brown coal - flame coal in the Chinese classification, and subbituminous coal B - subbituminous coal C in the ASTM classification. The coal, however, cannot be used for process raw coal. There is a technical potentiality of the fixed bed pressurized gasification. (NEDO)

  15. Fiscal 1997 verification and survey of geothermal prospecting technology etc. 1/2. Survey report on deep-seated geothermal resources; 1997 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 1/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-02-01

    For the purpose of reducing the risk to accompany the exploitation of deep-seated geothermal resources, investigations are conducted into the three factors that govern the formation of geothermal resources at deep levels, that is, the supply of heat from heat sources, the supply of geothermal fluids, and the development of fracture systems contributing to the constitution of reservoir structures. In fiscal 1997, a fumarolic gas test is conducted at the deep-seated geothermal well WD-1b which was drilled in the preceding fiscal year. In the test, chemical and isotopic characteristics are compared between the fluids of the WD-1b and the other existing deep-seated wells, and it is found that the fluids from the WD1b originates in surface water just like the fluids from the others and that the constitution of its gas is not greatly affected by magmatic fluids. A PTS (Pressure, Temperature, Spinner flowmeter) logging is performed to observe conditions in the well with the fluids being discharged and to know the inflow point and rate the fumarolic fluids, and the result is utilized to presume the 3-dimensional stress in the vicinity of the WD-1. An isotopic measurement of water included in the fluids is conducted to examine the origin of the geothermal fluids, constant observation and analysis of micro-earthquakes are carried out, and the fluid flow and fluid hydraulic characteristics are also studied. (NEDO)

  16. FY 1998 report on the verification survey of geothermal exploration technology, etc. 2/2. Survey of deep geothermal resource; 1998 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 2/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-12-01

    For the purpose of commercializing deep geothermal resource, a deep exploration well of 4000m class was drilled in the existing geothermal development area to survey the situation of deep geothermal resource existence and the availability. Concretely, the deep geothermal exploration well was drilled for study in the Kakkonda area, Shizukuishi town, Iwate prefecture, to clarify the situation of deep geothermal resource existence and the whole image of geothermal system. Consideration was made of the deep geothermal exploration method, systematization of deep high temperature drilling technology, and availability of deep geothermal resource. The results of the survey were summed up as follows: 1) general remarks; 2) deep exploration well drilling work; 3) details of the study. This report contained 3). In 3), the items were as follows: heightening of accuracy of the deep geothermal resource exploration method, making of a geothermal model in the Kakkonda area, study of deep drilling technology, study of deep fluid utilization technology, and making of a guide for deep geothermal resource exploration/development in the Kakkonda area. As to the technology of high temperature deep geothermal well drilling, studies were made of the borehole cooling method, mud water cooling method, survey of deterioration of casing with age, etc. (NEDO)

  17. Fiscal 1996 verification and survey of geothermal prospecting technology etc. 2/2. Survey report on deep-seated geothermal resources; 1996 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. 2/2. Shinbu chinetsu shigen chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    For the purpose of reducing the risk to accompany the exploitation of deep-seated geothermal resources, investigations are conducted into the three factors that govern the formation of geothermal resources at deep levels, that is, the supply of heat from heat sources, the supply of geothermal fluids, and the development of fracture systems contributing to the constitution of reservoir structures. In the study of deep-seated geothermal models for the Kakkonda area, a reservoir structure model, a thermal structure model, and a geothermal fluid/hydraulic structure model are deliberated. Then, after studying the relations of the said three structure models to fracture systems, the boundary between the geothermal fluid convection region and the thermal conduction region near the 3,100m-deep level, the existence of high-salinity fluids and the depth of gas inflow, the ranges of shallow-seated reservoirs and deep-seated reservoirs, the trend of reduction in reservoir pressure and the anisotropy in water permeability in shallow-seated reservoirs, etc., a latest reservoir model is constructed into which all the findings obtained so far are incorporated. As for guidelines for deep-seated thermal resources survey and development, it is so decided that deep-seated geothermal survey guidelines, deep-seated fluid production guidelines, and deep-seated well drilling guidelines be prepared and that assessment be made of their economic effectiveness. (NEDO)

  18. FY 2000 report on the survey of the overseas geological structure. Japan-China joint coal exploration - Yu Xian project; 2000 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Chugoku sekitan kyodo tansa Yu Xian project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    The geological survey was carried out which is needed for coal mine design in the Yu Xian coal mine area, Yu Xian coal field, Hebei province, China. The term of survey was 5 years from 1996 to 2000. Activities are mainly for seismic survey and boring survey. Japan was in charge of the seismic survey, and China in charge of the boring survey. Both attained the goal. The results of the activities were summed up in the following 7 items: 1) outline of the survey; 2) general investigation; 3) state of the exploration related materials/machinery; 4) field survey; 5) items of survey; 6) results of the survey; 7) conclusion. In 6), the geological analysis, coal quality survey and coal amount survey were conducted. In the geological analysis, analyzed were the succession of strata, geological structure, and the situation of existence of coal seams. In 7), the following were made clear: geological structure of the survey area, coal seam, coal quality, hydrological geology, other conditions of drilling technology, and coal amount. The coal amount was 328.34 million tons in a total of A/B/C class coals. The total coal amount of Nos. 1 and 5 coal seams was 259.79 million tons, which was 79.1% of the total coal amount in all area. The average thickness of Nos. 1 and 5 coal seams, which are the main minable coal seams, was 3.10m and 2.66m, respectively. (NEDO)

  19. FY 1995 report on verification of geothermal exploration technology. Development of fracture reservoir exploration technology (development of seismic exploration); 1995 nendo chinetsu tansa gijutsunado kensho chosa. Danretsugata choryuso tansaho kaihatsu (danseiha riyo tansaho kaihatsu) hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1996-03-01

    This report provides the development of new exploration technology using elastic waves, such as reflection seismic survey, VSP, and seismic tomography, for precisely characterizing subsurface fractures in geothermal reservoirs. In order to investigate and improve the effective data acquisition and analysis methods for detecting a fault type of fractures, an experiment of a seismic tomography method was conducted using wells drilled in the Ogiri geothermal field, Aira-gun, Kagoshima Prefecture. An experiment of propagation characteristics of piezo type underground seismic source in the volcanic field was also conducted as a trend survey of underground seismic sources. The fracture type in the model field was systematically analyzed by measuring the core samples obtained in the demonstration test field through remanence measurement, fluid inclusion measurement, and zircon measurement using test equipment, and by analyzing results obtained from cores and results of seismic tomography obtained from the wells. Based on these results, the effectiveness and practical application of exploration methods using elastic waves were investigated. 80 refs., 250 figs., 49 tabs.

  20. Report on the results of the Sunshine Project - Verification survey for geothermal exploration technology, etc. Summary. Survey of deep geothermal resource; Chinetsu tansa gijutsu tou kensho chosa. Shinbu chinetsu shigen chosa sokatsu seika hokokusho (Yoyaku)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2002-03-01

    As to the development of deep geothermal resource which is expected to contribute to increasing the capacity of future power generation in Japan, investigational study was made from FY 1992 to FY 2000, and the results were summed up. The investigational study was conducted for the hydrothermal convection type deep geothermal resource with a thermal conducting heating mechanism, of which Kakkonda is typical, including the drilling of deep exploration well using the existing technology. As a result, new information/knowledge were acquired about the thermal structure, reservoir structure and hydrothermal supply structure of the depths, and a deep geothermal model was made. Based on the model, a detailed simulation was made possible, and a whole image of the hydrothermal convection type deep geothermal resource with the thermal conducting heating mechanism was made clear. In the surface survey, observation of microearthquakes, high-accuracy MT method, etc. were carried out, and a grasp of the shape of a new granite body from the surface was made possible. Concerning the drilling technology, the geologic stratum with a temperature over 500 degrees C was successfully drilled down to a depth of 3,729m by prolonging the life of bit at the time of drilling by introducing the top drive system, the closed mud cooling device, etc. (NEDO)

  1. FY 1999 report on the survey of the overseas geological structure, etc. Japan-Indonesia joint Tanjung Enim coal exploration project; 1999 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Indonesia sekitan kyodo tansa Tanjung Enim project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    The paper summed up the FY 1999 results of the survey conducted based on the agreement on the Tanjung Enim IV coal exploration project which was concluded between NEDO and Indonesia's Ministry of Mining Energy. The survey was made for an area of approximately 40km{sup 2} which is a north block of the south Arahan region, Tanjung Enim, South Sumatra, Indonesia. To grasp the succession of strata/rock facies/geological structure and the state of existence of the coal seams to be drilled, surveys were conducted on ground surface and boreholes. A total of 10 holes was test-drilled, and all the boreholes were physically logged. As a result of the survey, each of A1, A2, B, C and E coal seams was confirmed as main seams. A1, A2 and B seams are low in ash and sulfur contents with heating values of approximately 4,800 kcal/kg, C seam is high in sulfur content, and E seam is high in heating value, 6,000 kcal/kg. As coal seams for open pit mining, existence of A, B and C seams is expected which lay in the shallow part from ground surface to sea level of 0m and in the range of depth of approximately 100m. The proved coal reserves of these coals were estimated at 189 million tons. (NEDO)

  2. FY 1992 report on the survey of geothermal development promotion. Gravity prospecting (No. A-1 - Haneyama area); 1992 nendo chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo. Juryoku tansa hokokusho (No. A-1 Haneyama chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1993-05-01

    For the contribution to elucidation of the geothermal structure in the Haneyama area in Oita Prefecture, gravity prospecting was conducted. Survey was carried out in the area of about 280km{sup 2} at 205 measuring points, and analysis was made altogether with the existing 3,273 gravity measuring points. As a result, the following were made clear. The gravity basement forms the fault-state structure that sinks several 100 meters to the south side on the line from the south edge of the Higashi-shiiya ridge to Mt. Kurotake - Mt. Daigansen - Amagase hot spring in the SW direction. This fault was made correspondent to the Beppu north fault on the east side of Mt. Kurodake. Each of the following regions is the region where the fault-state structure that predicts the development of fracture and the area of distribution of alteration zone that can be cap rock overlap each other: NW edge of Shishimuta sedimentation zone - Machida alteration zone distribution area; N edge of the Shishimuta sedimentation zone - Ibushi alteration zone/Noya alteration zone distribution area; Vicinity of Mt. Kurodake - Hijiu alteration zone distribution area. It seems that the above-mentioned regions have high potentiality of geothermal exploration. The region where new igneous activities are seen, which is near the heat source, is important for exploration. The distribution area is seen near the west of the Mizuwake Pass ridge. (NEDO)

  3. FY 1999 geothermal development promotion study. Report on results of the elastic wave exploitation (reflection method) in No.B-5, Busadake area; 1998 nendo chinetsu kaihatsu sokushin chosa. Danseiha tansa (hanshaho) hokokusho No.B-5 Busadake chiiki

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    Described herein are results of the elastic wave exploitation (reflection method) conducted in the Busadake area in Hokkaido to elucidate the geological and geothermal structures. The elastic wave exploitation used large-size vibrators, an explosive and 4 courses of traverse (total length: 25.675 km, number of vibration-receiving points: 1,031, and number of vibration source points: 342). The data were processed by the standard procedure of the common reflection synthesis method. The acoustic velocity logging data, collected at the structural drillings N10-MD-1 and N10-MD-2, were synthesized to have the reflection seismic records. The existing surface geology, drilling geology and gravity data were compared with the recorded deep sections for the comprehensive discussion, to extract the reflection horizon corresponding to the geological boundary, and investigate the relationships of the discrete lines of deposit structures, unconformity relations and reflection with geological and default structures determined by the data analysis. The study results of the geothermal structures suggest possible formation of the geothermal reservoir deep in the west of the default found by Line-1, based on the observed temperature structures at the drilling N7-SB-1. (NEDO)

  4. Report on fundamental survey on developing coal resources in fiscal 1999 - summarized edition. Survey and development of new exploration technology (exploration of shallow land area beds); 1999 nendo shintansa gijutsu chosa kaihatsu (rikuiki senso tansa) hokokusho (yoyakuban)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Coal resource surveys have been performed using mainly the physical exploration method on the NSW State of Australia as the object. The Caroona area has a Permian period ground bed distributed, in which multiple number of coal layers exist. The ground bed is covered with sedimentary layers of the Triassic period inconsistently, and this Triassic period system is covered by volcanic rocks of the Jurassic period inconsistently. Faults are going through the coal beds in their upper or lower layers at locations having soft rock beds. The faults were identified by seismic exploration using the two-dimensional reflection method, assisted by the result of the physical logging. The results of pursuit on reflective events and the result of test drilling were unified to identify the summary of basset lines of the major coal beds. Furthermore, the seismic exploration using the three-dimensional reflective method capable of high-level imaging of underground structures was applied to coal beds existing in depths less than 480 m. Multiple number of local and small-scale sinking were detected with time difference of 5 ms and depth conversion to 7 m. Locations, runs, and inclination were interpreted also on faults having small fall whose details have been unclear in the exploration using the two-dimensional method. The seismic exploration using the three-dimensional reflective method was found capable of identifying micro structural changes and fault runs that cannot be tracked by the two-dimensional method. (NEDO)

  5. FY 1998 Geothermal development promotion study. Report on results of the elastic wave exploitation (reflection method) in No.B-6, Tsujinodake area; 1998 nendo chinetsu kaihatsu sokushin chosa. Danseiha tansa (hanshaho) hokokusho (No.B-6 Tsujinodake chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-01-01

    The elastic wave exploitation (reflection method) was conducted to elucidate the geothermal reservoirs, estimated to exist on the Ata caldera walls in the Tsujino area, Kagoshima Pref. The elastic wave exploitation used large-size vibrators as the vibration sources and 4 courses of traverse (total length: 6.56 km, number of vibration-receiving points: 332, and number of vibration source points: 102). The data were processed by the standard procedure of the common reflection synthesis method. The geological structures were analyzed by comparing the existing geological data with the data obtained at the drilling. The analysis results suggest that the Ata caldera walls considered to exist in the surveyed area possibly correspond to the vicinity of the default existing at the south-east boundary of the collapse structure. The analysis of the geothermal structures suggest that the sheet-shaped intruding rocks, considered to exist at a depth of around 1,000 m in the vicinity of the Kaimon hot spring resort, was possibly formed by the magma ascending along the default. The presence of the magma reservoirs deep below the area is strongly suggested to work as the heat source for the area. (NEDO)

  6. Fiscal 2000 report on financially supported geological structure survey overseas. Basic survey for coal resource exploitation (Research on underground probing technology); 2000 nendo kaigai chishitsu kozo chosahi nado hojokin (sekitan shigen kaihatsu kiso chosa) konai tansa gijutsu chosa hokokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    For the work of searching for coal beds, comparison is made between the geological structure of the object area, which is predicted, before actual investigation, by a close scrutiny of the result of oceanic pilot boring conducted in the past, result of geophysical exploration, and the geological features of galleries already in presence in the vicinity, and the result obtained from galleries drilled actually for the investigation. The investigation was conducted at the Ikeshima coal mine, Nagasaki Prefecture. In this fiscal year, 5 investigation galleries were drilled, totalling 1640m in length, and, in the mine, geological surveys, survey and measurement, coal quality evaluation, water emergence investigation, boring for coal, etc., were carried out. Comparison was made, and, though in the 2nd Minami No. 06 air duct there was no important difference detected between the prediction and the actual result, some faults were found to exist which had not been predicted by seismic exploration on the ocean. In the 2nd Minami No. 5 air duct, the actual geology was not different from the predicted geology, this endorsing the usefulness of boring for coal. In the 2nd Minami No. 01 gallery, direction and inclination were not greatly different from what had been predicted, but some faults which had not been predicted were discovered. These faults had escaped the scrutiny of neighboring coal beds and pilot boring. (NEDO)

  7. Report on fiscal 2000 basic survey for coal resource exploration. Survey for development of new exploration technology (Exploration of shallow layers on the land); 2000 nendo sekitan shigen kaihatsu kiso chosa hokokusho. Shintansa gijutsu chosa kaihatsu (rikuiki senso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-09-01

    Efforts are made to develop a high-precision high-resolution seismic reflection method, high-efficiency method for measurement in the bored hole, coal potentiality assessment system, and so forth. For the development of the seismic reflection method, studies are conducted to properly deal with a situation where there are high-velocity layers at levels shallower than the object coal bed, and a conclusion is reached that quake generation based on the pseudorandom binary sequence code will be the best for the purpose. The system was tested for verification in a producing coal mine. As for measurement in the bored hole, an on-site test was conducted for a geophysical logging system capable of determining the total sulfur content, ash, and the like, and the system was found to supply high-quality data. In developing the coal potentiality assessment system, studies were made about the basic concept of the coordination of the system with the coal GIS (geographical information system) dealing with spatial data and about the functions of the system, and a conceptual design was prepared. (NEDO)

  8. Report on fundamental survey on developing coal resources in fiscal 1999. Survey and development of new exploration technology (exploration of shallow land area beds); 1999 nendo sekitan shigen kaihatsu kiso chosa hokokusho. Shintansa gijutsu chosa kaihatsu (rikuiki senso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    This paper describes the survey and development of new coal exploration technology applied in the NSW State of Australia. It is intended to develop a coal resource assessment method with high accuracy using the reflection method seismic exploration, assisted by other physical exploration methods. The Caroona area has a Permian period ground bed distributed, in which multiple number of coal layers exist. The ground bed is covered with sedimentary layers of the Triassic period inconsistently, and this Triassic period system is covered by volcanic rocks of the Jurassic period inconsistently. Faults are going through the coal beds in their upper or lower layers at locations having soft rock beds. Existence of the faults was estimated by seismic exploration using the two-dimensional reflection method, assisted by the result of the physical logging. The results were unified with the result of test drilling to identify the summary of the latent basset lines. Furthermore, the seismic exploration using the three-dimensional reflective method capable of high-level imaging of underground structures was applied to coal beds existing in depths less than 480 m. Multiple number of local and small-scale sinking were detected with time difference of 5 ms and depth conversion to 7 m. Locations, runs, and inclination were interpreted also on faults having small fall which cannot be detected by the two-dimensional method. The three-dimensional method was found capable of identifying micro structural changes and fault runs that cannot be tracked by the two-dimensional method. (NEDO)

  9. Fiscal 1996 verification survey of geothermal exploration technology. Development of the fracture type reservoir exploration method (development of the elastic wave use exploration method); 1996 nendo chinetsu tansa gijutsu nado kensho chosa. Danretsugata choryuso tansaho kaihatsu (danseiha riyo tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-03-01

    For the purpose of exploring accurately fracture groups greatly restricting the fluid flow of geothermal reservoirs, technical development was made for applying the elastic wave exploration technology such as the high precision reflection method, VSP, elastic wave tomography to the geothermal exploration. The Okiri area, Kagoshima prefecture was selected as a demonstrative field of a typical type where the steep and predominant fracture rules the geothermal reservoir, and experiments were conducted using the high precision reflection method and VSP. Fracture models were made, and the analysis results were studied by a survey using the array CSMT/MT method and by a comparison with existing data. Reformation of the underground receiving system used for VSP and elastic tomography is made for improvement of its viability, and was applied to the VSP experiment. The treatment/analysis system of the core analyzer was improved, and cores of the demonstrative field were analyzed/measured. Further, the exploration results, core analysis results and existing data were synthetically analyzed, and fracture models of the demonstrative field were constructed. Also, effectiveness and viability of the elastic wave use exploration method were studied. 90 refs., 418 figs., 24 tabs.

  10. FY 2000 report on the survey of geological structures overseas, etc. Volume 2. 'Tanjung Enim IV Coal Exploration Project between Japan and Indonesia'; 2000 nendo kaigai chishitsu kozo chosa hokokusho. 2. Nippon Indonesia sekitan kyodo tansa Tanjung Enim project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    The survey was finished in the final fiscal year (FY 2000) of the Tanjung Enim IV Coal Exploration Project between Japan and Indonesia, and a report was summarized on the preliminary coal mining plan. In the design of the optimum mining area and pit, in terms of 3 cases of coal price of $8, $10, and $12/ton, the pit design was made considering rivers, houses, power transmission lines, etc., and the actual coal yield was asked. In the case of coal price of $8/ton, the actual coal yield in pit was 315 million tons in north block and 171 million tons in south block. In the case of coal price of $10/ton, pits are expandable in north block, but not in south block. For all the pit shapes designed, long-term mining plans were worked out. In each of the cases of coal production amount of 1 million, 3 million and 5 million tons, indicated were secular changes in overburden amount and coal quality because of the difference in mining direction. Further studies were made on the deposition plan, simulation of models of mining heavy machines, coal mine facilities, economical efficiency of coal mines, etc. (NEDO)

  11. FY 2000 report on the verification survey of geothermal exploration technology, etc. Development of the reservoir fluctuation exploration method - Phase 2 (Feasibility survey); 2000 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho. Choryuso hendo tansaho kaihatsu phase 2 F/S chosa

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    For the purpose of developing the technology to grasp the behavior of geothermal fluids flowing inside the deep-seated reservoir, study of subjects was made for the reservoir fluctuation exploration method - Phase 2. In the overview of the reservoir fluctuation exploration method - Phase 1, various element technologies being developed in Phase 1 were arranged in terms of the overview of technology, results concretely obtained, present subjects, achievement of technical development, etc. In the overview of geothermal fields, domestic geothermal fields and overseas geothermal fields were outlined of which demonstrative tests in Phase 2 can be made. In the survey, data on characteristics of reservoirs at the sites proposed, existing data usable for the project and information of the existing facilities were covered in terms of the those that can be collected being based on the public data. In the study of demonstrative testing fields, to make selection of demonstrative testing fields in Phase 2, selection of conditions was made from the two points of view: 'necessary conditions for demonstrative testing field' and 'comparison in adaptability of geothermal fields by method.' (NEDO)

  12. Fiscal 1997 report on the verification survey of geothermal exploration technology. 2. Development of the reservoir variation survey method (development of the gravity survey method); 1997 nendo chinetsu tansa gijutsu nado kensho chosa. Choryuso hendo tansaho kaihatsu (juryoku tansaho kaihatsu) hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    Among technology developments such as the reservoir evaluation at initial developmental stage and stabilization/maintenance of power after the start of operation, the fiscal 1997 result was described of the development of the gravity survey method. The paper conducted the installation of gravity measuring points outside the existing monitoring range, introduction of CG-3M gravimeter/GPS measuring system, drilling of ground water level monitoring well, etc. for the setup of a system for new gravity monitoring. Moreover, regular measurement of gravity was made for the first fiscal year, and at the same time the continued observation of ground water level, precipitation, atmospheric pressure, and temperature was started. It is necessary to study the effects on gravity variation such as gravity gradient and tidal correction. Conducted were collection/arrangement of the existing data and database construction for history matching/variation prediction in the Yanaizu Nishiyama area. The paper made surveys of the trends/literature. In the future, needed are the computation using density models of geothermal reservoirs and test use of EDCON`s downhole gravimeter. 44 refs., 30 figs., 17 tabs.

  13. Summarized report on fiscal 2000 basic survey for coal resource exploration. Survey for development of new exploration technology (Exploration of shallow layers on the land); 2000 nendo sekitan shigen kaihatsu kiso chosa hokokusho (yoyakuban). Shintansa gijutsu chosa kaihatsu (rikuiki senso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-09-01

    Efforts are made to develop a high-precision high-resolution seismic reflection method, high-efficiency method for measurement in the bored hole, coal potentiality assessment system, and so forth. For the development of the seismic reflection method, studies are conducted to properly deal with a situation where there are high-velocity layers at levels shallower than the object coal bed, and a conclusion is reached that quake generation based on the pseudorandom binary sequence code will be the best for the purpose. The system was tested for verification in a producing coal mine. As for measurement in the bored hole, an on-site test was conducted for a geophysical logging system capable of determining the total sulfur content, ash, and the like, and the system was found to supply high-quality data. In developing the coal potentiality assessment system, studies were made about the basic concept of the coordination of the system with the coal GIS (geographical information system) dealing with spatial data and about the functions of the system, and a conceptual design was prepared. (NEDO)

  14. FY 1992 report on the survey of geothermal development promotion. Electromagnetic exploration (TDEM method) (No. A-1 - Haneyama area); 1992 nendo chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo. Denji tansa (TDEM ho) hokokusho (No. A-1 Haneyama chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1994-03-01

    For the purpose of elucidating a possibility of existence of geothermal reservoirs in the Haneyama area, Oita Prefecture, Electromagnetic survey by the TDEM method was conducted. The survey was made for the area of 80km{sup 2} at 105 measuring points in the south of the Haneyama area, and the resistivity structure reaching the depth of 4,000m from the earth surface was made clear. The resistivity structure in this area is composed of 4 layers: upper medium resistivity layer, central medium resistivity layer, central low resistivity layer and lower high resistivity layer. The resistivity structure discontinuous line ranges between the uplift zone of basement and the sedimentation zone, and the greater part of the alteration zone is distributed and arranged concomitant with the position and direction of the line. As the region with high potential of geothermal existence, cited were the low resistivity zone distributed in the west of the resistivity structure discontinuous line that continues from Mt. Fukuman to the south, the low resistivity zone distributed in the north of the resistivity structure discontinuous line from Noya to the west, and the low resistivity zone distributed in the north of Hosenji and lying between resistivity structure discontinuous lines. (NEDO)

  15. Verification survey of geothermal exploration technology, etc. Report on the result of the developmental research on the development of the fracture type reservoir exploration method; Chinetsu tansa gijutsu nado kensho chosa. Danretsugata choryuso tansaho kaihatsu kenkyu kaihatsu seika sokatsu hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1997-03-01

    For the purpose of grasping fracture groups forming geothermal reservoirs with accuracy, the development of the fracture type reservoir exploration method has advanced the technical development of exploration methods of seismic wave use, electromagnetic induction use, and micro-earthquake use. This paper summarized main results of the development and problems to be solved in the future. In the development of the seismic wave use exploration method, the high accuracy reflection method using seismic wave, VSP and seismic tomography were adopted to the geothermal field, and technology effective for the exploration of fracture type reservoirs was developed. In the development of the electromagnetic induction use exploration method, the array CSMT method which can measure multiple stations along the traverse line at the same time was developed with the aim of grasping effectively and accurately fracture groups forming geothermal reservoirs as changes of resistivity in the shallow-deep underground. In the fracture group forming geothermal reservoirs, micro-earthquakes are generated by movement of thermal water and pressure variations. In the development of the micro-earthquake use exploration method, developed was the micro-earthquake data processing and analysis system (MEPAS). 179 refs., 117 figs., 28 tabs.

  16. Survey on geothermal development promotion in fiscal 1998. Electromagnetic exploration (simplified MT method) (Separate data (No. A-4 for the Mt. Kunbetsu area)); 1998 nendo chinetsu kaihatsu sokushin chosa. Denji tansa (MT kan'iho) bessatsu shiryo (No.A-4 Kunbetsu chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    This paper summarizes the result of electromagnetic exploration in the No. A-4 Mt. Kunbetsu area as a separate data for the geothermal development promotion survey. The orders are as follows: in the apparent specific resistance and phase curves, TE mode, TM mode, invariant mode; in the MT parameters, tipper magnitude, tipper strike, impedance rotation, skewness, impedance polar diagram; in the one-dimensional analysis result (TE mode), specific resistance model, measurement/analysis {rho}a-F diagram; in the one-dimensional analysis result (TM mode), specific resistance model, measurement/analysis {rho}a-F diagram; inthe one-dimensional analysis result (invariant mode), specific resistance model, measurement/analysis {rho}a-F diagram; in the measurement value list, tipper magnitude, tipper phase, tipper strike, skewness; and in the value list for the one-dimensional analysis result, TE mode, TM mode, invariant mode and the value list for the two-dimensional analysis result. (NEDO)

  17. Fiscal 2000 basic survey for coal resource exploration. Survey for development of new exploration technology (Exploration of shallow layers on the land - Collection of data and materials); 2000 nendo sekitan shigen kaihatsu kiso chosa shiryoshu. Shintansa gijutsu chosa kaihatsu (rikuiki senso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-09-01

    As agreed upon between NEDO (New Energy and Industrial Technology Development Organization), Japan, and Queensland, Australia, joint research was conducted on new technology for coal exploration within Queensland, and data collected during the research and related materials are compiled into this book. The book contains the Agreement for the Joint Research of New Technology in the Geophysical Exploration of Coal Resources (Japanese and English), GPS (global positioning system) survey results along 2-dimensional seismic reflection method traverse lines, GPS survey results along 3-dimensional seismic reflection method traverse lines, seismic generator vehicle inspection and repair report, geophysical logging observer's logs and test bore dip measurement data sheets, examples of outputted shot records (2-dimensional seismic reflection method), examples of outputted shot records (3-dimensional seismic reflection method), analysis and testing report on Girrah layer samples, reference literature on PRBS (pseudorandom binary sequence), collections of photographs of cores sampled by test boring (BG001, BG002, BG003, BG004), collections of other photographs, and so forth. (NEDO)

  18. Fiscal 1997 report on the verification survey of geothermal exploration technology. 5-1. Development of the reservoir variation survey method (technology of prediction of reservoir variation); 1997 nendo chinetsu tansa gijutsu nado kensho chosa. Choryuso hendo tansaho kaihatsu (choryuso hendo yosoku gijutsu) hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    For the reservoir evaluation at an initial developmental stage and stabilization/maintenance of power after the start of operation, the fiscal 1997 result was described of the study of technology of prediction of reservoir variation. Using the conventional post processor, feasibilities were computed of reservoir models and behavior after the development, and gravity/self potential/resistivity variation. Variation in the seismic wave speed structure was large in travel time change distribution. The measuring accuracy of 1m sec is required to get enough detection resolving power. A conceptual design of the post processor development was conducted to study a system operated on Windows. Based on the reservoir numerical simulation technology, by taking in variation parameters such as gravity and self potentials as new model constraint conditions, the reservoir modeling technology which increased in accuracy by history matching was trially developed. Using the conventional reservoir model in the Oguni area, predictably computed were reservoir behaviors during 50 years which simulated a 20 MW development. Effectiveness of the post processor were able to be shown though influenced by characteristics such as permeability and resistivity. 74 refs., 95 refs., 12 tabs.

  19. 3D electrical method and step continuous wave radar method for Nojima site. Results of measurement of resistivity at trench site; Nojima danso ni okeru sanjigenhi teikoho to step shiki renzokuha chika radar ho tansa. Trench chosa chiten deno hiteiko sokutei kekka

    Energy Technology Data Exchange (ETDEWEB)

    Suzuki, K; Oda, Y; Tank, K [Central Research Institute of Electric Power Industry, Tokyo (Japan); Hayashi, H [Kawasaki Geological Engineering Co. Ltd., Tokyo (Japan); Jomori, A [Japan Crust Research, Tokyo (Japan)

    1996-05-01

    Several surveys were carried out near the Nojima fault, including three-dimensional resistivity measurement and underground radar survey at the Ogura area, underground radar survey at the Hirabayashi area, and resistivity measurement in the vicinity of the trench at the Nashinomoto area, in order to investigate in detail the underground structures at a depth up to several tens meters from the ground surface. Resistivity was measured by an automatic analyzer capable of simultaneously measuring potential levels at 14 channels which can cover 112 measuring points at the largest. At the Ogura area, the boundary planes of the resistivity structures are continuously detected in the direction of the fault moving during the earthquake period. The underground radar measurement results suggest accumulated displacement of strata at a depth of around 25m in the Osaka Strata and flexible structures. At the Hirabayashi area, the underground radar analysis detects discrete sections in the reflection planes at the fault position, but no reflection planes of high continuity. At the Nashinomoto area, the clay stratum detected in the fault by excavating the trenches are found to be low in resistivity by the resistivity measurement. 4 refs., 11 figs., 2 tabs.

  20. Field experiment in jointed rock mass with electro-magnetic tomography. Challenge for 50m energy penetration and an interpretation with additional geological data; Denjiha tomography ni yoru setsurisei ganban no tansa. Kokan kyori 50m no sokutei to chishitsu kaishaku no kokoromi

    Energy Technology Data Exchange (ETDEWEB)

    Suzuki, K; Koga, K; Nishiyama, E; Yamamoto, T [Kawasaki Geological Engineering, Co. Ltd., Tokyo (Japan)

    1996-05-01

    With the purpose of extending an exploring distance in electromagnetic tomography, a prototype was made as a device to receive and transmit continuous waves in a borehole, so that a tomographic observation was carried out on a jointed rock mass that had a conventionally short exploring distance. The device consisted of a transmitter, receiver, antenna, cable and surface controller, with a personal computer used for displaying and storing data. The prototype antenna was provided with a size insertable into a VP50 vinyl chloride tube. In order to determine a relative permittivity of a rock, a boring core was shaped and an impedance was measured. The measurement of tomography was carried out at 1m spaces apart in the bore holes with a distance of 50m in between. The received waveforms were stored in a floppy disk built in the personal computer. As a result of the analysis, a tomographic cross-section of the electromagnetic wave velocity was obtained, showing the distribution of sandstone with a high electromagnetic wave velocity and little joints, shale with a low electromagnetic wave velocity, chart with a high electromagnetic wave velocity, etc. 2 refs., 4 figs., 1 tab.

  1. FY 2000 report on the survey of geological structures overseas, etc. Volume 1. 'Tanjung Enim IV Coal Exploration Project between Japan and Indonesia'; 2000 nendo kaigai chishitsu kozo nado chosa hokokusho. 1. Nippon Indonesia sekitan kyodo tansa Tanjung Enim project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    The paper summarized the results of the surveys in the final fiscal year (FY 2000) and in the past five years of the Tanjung Enim IV Coal Exploration Project between Japan and Indonesia. In FY 2000, conducted in the South Arahan area were the surface reconnaissance (50km+ACI-2), boring survey (11 holes, 1,847m), borehole physical logging (11 holes), reflection method seismic survey (3 traverse lines), pumping test, coal analysis (112 specimens), etc. As a result of the exploration/study made during 5 years, coal reserves in the South Arahan area were 223 million tons in north block (proved coal reserves: 213 million tons) and 332 million tons (proved coal reserves: 303 million tons) in south block. The coal in the area is in the depth of {+-}0m from surface, and the coal reserve is enough for large scale open pit mining. Further, coal reserves in the Banjarsari area were 442 million tons (proved coal reserves: 330 million tons) in the whole area and 223 million tons (proved coal reserves: 214 million tons) in the syncline part. About the syncline part promising as that for open pit mining, the overburden ratio was divided into three for calculation: 2:1, 3:1 and 4:1 or below. (NEDO)

  2. Report on technological achievements in fiscal 1999. Survey on geological structures in overseas countries, 'Japan-Vietnam joint coal exploration project on Red River delta'; 1999 nendo kaigai chishitsu kozo nado chosa hokokusho. Nippon Vietnam sekitan kyodo tansa Red River delta project

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-06-01

    With an objective to identify stratigraphy, geological structures, coal bed existing status, and coal quality of major coal beds in the north and central district of the area to be surveyed in the Red River delta, test well drilling, physical and seismic exploration, and coal composition analyses were performed. The area to be surveys is a typical delta where irrigation canals are running in all directions. Three test wells were drilled with drilling lengths of 640 m for TD3, 700 m for TD4 and 900 m for TD5. Coring was performed to depths greater than the Tertiary deposit. The seismic exploration was executed along three exploration lines. Total distance was 25 km. In addition, the VSP investigation was carried out on TD3 and TD5. The stratigraphy is composed from below of the Phu Cu bed (Neogene period: marine deposit) , the Tien Hung bed (Neogene period: continental deposit), and the Tai Doung bed (quaternary deposit), in which the bed that holds coal beds is the Tien Hung bed. The beds are very stable as the geological structure, but the constituting rocks are soft and fragile. Anticipated coal beds exist in depths greater than 1000 m. The coal quality is of low ash, low sulfur, medium in calorific power, and contains little gas. (NEDO)

  3. Fiscal 1997 report on the survey of verification of geothermal exploration technology, etc. 1. Development of the reservoir variation exploration method (development of the fracture hydraulic exploration method); 1997 nendo chinetsu tansa gijutsu nado kensho chosa. Choryuso hendo tansaho kaihatsu (danretsu suiri tansaho kaihatsu) hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    The paper described the fiscal 1997 result of the fracture hydraulic exploration method as the variation exploration method of geothermal reservoirs. By elucidating hydraulic characteristics of the fracture system forming reservoir, technologies are established which are effective for the reservoir evaluation in early stages of development, maintenance of stable power after operational start-up, and extraction of peripheral reservoirs. As for the pressure transient test method, a test supporting system was basically designed to obtain high accuracy hydraulic parameters. As to the tiltmeter fracture monitoring method, a simulation was made for distribution of active fractures and evaluation of hydraulic constants without drilling wells. In relation to the two-phase flow measuring method, for stable steam production, the use of the orifice plate, the existing flow measuring method, etc. was forecast as a simple measuring method of the two-phase state of reservoir. Concerning the hydrophone VSP method, a feasibility study was made of the practical VSP for high temperature which can analyze hydraulic characteristics and geological structures around the well at the same time which the existing methods were unable to grasp, and brought the results. Moreover, to make high accuracy reservoir modeling possible, Doppler borehole televiewer was made in each reservoir. 80 refs., 147 figs., 22 tabs.

  4. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir mass and heat flow characterization (Electrical and electromagnetic monitoring technology - Summary); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (denki denjiki tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Facilities for monitoring self-potential and resistivity are installed in the Ogiri district, Kagoshima Prefecture, where the Ogiri geothermal power plant is situated, and studies are made about relations between hot water production/reinjection and potential/resistivity at the power plant for the development of a high-performance numerical simulation system for the reservoir. The activities cover the development of (1) a self-potential monitoring system, (2) the development of a resistivity monitoring system, and (3) the development of a reservoir change prediction technique using self-potential and resistivity. Under item (1), eight self-potential monitoring stations are newly installed for the monitoring effort to continue now at a total of 50 stations. Potential has risen by 20 mV in two years since the drilling of a production replenishment well in February of 1999, with the domain of change in potential also expanding. Under item (2), the 3D MT (3-dimensional magnetotelluric) technique is used for resistivity profile investigation at 80 monitoring stations and preliminary monitoring tests are conducted to deliberate positions for resistivity monitoring. Under item (3), tracer tests are conducted for constructing a high-precision reservoir model for predicting changes in temperature, etc., attributable to the return of reinjected hot water, and a natural state reservoir simulation model is fabricated. (NEDO)

  5. FY 1998 basic survey for coal resource development. Data collection of the joint research of new technology in the geophysical exploration of coal resources (land area shallow seam survey); 1998 nendo sekitan shigen kaihatsu kiso chosa shiryoshu. Shintansa gijutsu chosa kaihatsu (rikuiki senso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    This is a compilation of the data on the coal resource land area shallow seam survey conducted in FY 1998 as the basic survey for coal resource development. The trend survey was made from July 26 to August 6, 1998. The purposes of the survey are to study the image analysis method, examples of application of the reflection seismic survey to coal, and inversion technology. The data compilation includes the following: 1. Minutes of the proceedings of the FY 1998 Japan-Australia steering committee (in English). 2. Data/proceedings of the FY 1998 Japan-Australia technical study committee (in English). 3. Results of the GPS measurement of reflection seismic survey traverse lines in Caroona district. 4. List of parameters in the FY 1998 reflection seismic survey data processing. 5. Report on the work of inspection/repair of seismic pulse generator. 6. List of the data on diameter of the test boring conducted in FY 1998. 7. NEDO-DMR CAROONA DDH borehole core pictures. 8. Estimated curves. 9. Report on the trend survey of the FY 1998 coal resource development basic survey (land area shallow seam survey). 10. Pictures. 11. Data on the 1st (FY 1998) new exploration technology study committee. (NEDO)

  6. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir mass and heat flow characterization (Development of gravity monitoring technology - Summary); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (Juryoku tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    For developing a natural state simulation system to enable the seizure of reservoir characteristics from gravity changes, a gravity measuring network system is about to be constructed in the Nishiyama district, Yanaizu-machi, Kawanuma-gun, Fukushima Prefecture, where a geothermal power station is situated. The work centers about (1) the construction of a gravity measuring network system, (2) the development of a borehole gravimeter utilization technology, and (3) the development of analysis/evaluation technologies. Under item (1), 138 gravity measuring stations and 10 groundwater measuring stations are completed, and continuous and periodic measurements of gravity and groundwater levels are carried out. Furthermore, gravimeters are calibrated, and the elevation, latitude, and longitude are precisely determined for each of the measuring stations. Under item (2), model calculations are conducted for the Nishiyama district boreholes, as a step preparatory to borehole gravity measuring, by investigating the records of actual operation of equipment and by operating a reservoir simulation system. Under item (3), measures to deal with factors that impede precise measurement and conditions to meet for the analysis of gravity changes are studied, and efforts are started to construct the said natural state simulation system. (NEDO)

  7. FY 1997 basic survey for coal resource development. Data collection of the joint research of new technology in the geophysical exploration of coal resources (water area medium depth seam survey); 1997 nendo sekitan shigen kaihatsu kiso chosa shiryoshu. Shintansa gijutsu chosa kaihatsu (suiiki chushindoso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    In 'the new exploration technology test on coal resource' (water area medium depth seam exploration) jointly conducted between Japan and China, tests have been carried out for 5 years on the BDR-5 test boring measurement monitoring system and the diamond bit which are items of the technology development of high resolution seismic survey system and high efficiency test boring system. As a result, the new technology test was successful, and technical economic effects were obtained. The situation of the test was summarized. The following data were compiled as shown in Data No.1-12. 1. The proceedings of the FY 1997 Japan-China steering committee (No.9). 2. Report on the survey of China verification field South Sihu water level situation. 3. The proceedings of the FY 1997 Japan-China steering committee (final). 4. Report on the FY 1997 reflection seismic exploration survey. 5. Report on the FY 1997 No.2 test boring survey. 6. Summarization of the test on 'the new exploration technology of coal source' conducted between Japan and China. 7. Report on the drilling data measurement. 8. Various sections of the reflection seismic survey data processing. 9. Traverse line chart. 10. T3 isochrone chart. 11. T3 depth structural chart. 12. Report on the new exploration technology survey development (water area medium depth seam exploration) geological model making. (NEDO)

  8. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir change prediction technology (Development of modelling support technology); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (choryuso hendo yosoku gijutsu (modeling shien gijutsu))

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    The aim is to develop and popularize techniques relating to geological information such as thermal history. The efforts center about the application of a now-available core fracture measuring system to developed geothermal fields and about the development of new technologies. The measuring system is applied to some core cuttings collected from five boreholes in the Akinomiya district, Akita Prefecture, and the system is used for (1) the evaluation of homogenization temperatures of inclusions in the fluid, (2) the measurement of the points of melting from ice of inclusions in the fluid, and (3) the implementation of laser Raman spectroscopy. Under item (1), it is found that the minimum homogenization temperature of quartz phenocryst in the mother rock or of low-salinity fluid inclusion in a quartz vein is near the current subsurface temperature and that subsurface and reservoir temperatures may be known by evaluating their homogenization temperature. Under item (2), it is found that the NaCl equivalent salinity is distributed in the range of 0.0 to 25wt% and that, in this connection, there is difference between a fluid in a fluid flow and a fluid spurting as thermal water in the Akinomiya district. Under item (3), CO2, N{sub 2}, and CH{sub 4} are detected in most of the boreholes. Efforts are exerted to develop a hydrothermal fluid analyzing technique using a rapid rock dating method and traces of chemical ingredients in hydrothermal minerals. (NEDO)

  9. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir mass and heat flow characterization (Development of seismic monitoring technology - Summary); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (jishinha tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Development is under way of a reservoir mass and heat flow characterization method using seismic wave analysis. Specifics of the endeavor cover detailed studies of techniques for monitoring and analyzing seismic wave changes due to changes in the reservoir that accompanies production and reinjection of geothermal fluids, which are carried out through preliminary monitoring accomplished at the test field. For the construction of a microearthquake monitoring network, a monitoring network design is prepared, a data processing/analyzing system is improved and tested for serviceability, analysis programs for 3-dimensional velocity structure analysis technology are improved, and methods for analyzing changes in the reservoir are deliberated, all these based on the results of microearthquake preliminary monitoring and simulation carried out at the Akinomiya district, Akita Prefecture. For the research of elastic wave velocity structure change, short-duration reflection events and waveform changes due to geothermal power plant periodic inspections are extracted, and studies are conducted about the applicability of the diffraction stacking method to the exploration of geothermal energy. (NEDO)

  10. Sensing of subsurface faults based on an imaging technique for teleseismic waveform data. 2. Feasibility study for application to oblique incidence, multi-event and noise data; Enchi jishin hakei data wo mochiita chika kozo imaging ni yoru chichu danso kenshutsu no kokoromi. 2. Naname nyusha, multi event, noise wo fukumu hakei eno tekiyo

    Energy Technology Data Exchange (ETDEWEB)

    Murakoshi, T; Takenaka, H; Saita, T [Kyushu University, Fukuoka (Japan). Faculty of Science; Suetsugu, D [Building Research Institute, Tokyo (Japan); Furumura, T [Hokkaido University of Education, Sapporo (Japan)

    1996-05-01

    An examination was made on the method in which imaging of subsurface was carried out with teleseismic waveform data for sensing of faults. In the examination, an experiment was done on the sensing of faults with higher precision, by applying oblique incidence as well as perpendicular upward incidence of SH plane waves, and thereby stacking the imaging in plural events. In numerical experiments, 28 observation points were arranged at 500m spaces apart on the surface, and the incident waves were made the SH plane waves having a bell-shaped time function, with incidence made at an angle varied as 0{degree}, +15{degree} and -15{degree} from the lowest layer of a model. In the calculation of the wave motion field, a difference calculus with secondary accuracy was used for both time and space. In addition, data was prepared with a random noise added to a synthesized waveform to be used as observation data. The calculated waveform data were likened to the observation waveform, to which the method for imaging faults was applied. Consequently, it was noted that satisfactory results were obtained compared with the case where faults were sensed by one event alone. 5 refs., 4 figs.

  11. Report (summarized) for fiscal 2000 on survey for demonstration of geothermal exploration technologies. Development of exploration method using reservoir bed fluctuation (Theme 2. Development of gravitation exploration method); 2000 nendo chinetsu tansa gijutsu to kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu - 2 (juryoku tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    R and D has been performed on a method to identify change in the gravity generated by steam production activities, and to forecast spread of the reservoir beds and future variation, as a technology effective to evaluate reservoir beds in the initial stage of development, to maintain output stability of power plants after having started the operation and to extract reservoirs existing in the vicinity of areas that have already been developed. This paper summarizes the achievements in fiscal 2000. With regard to structuring a gravitation measurement network system, ten gravity measurement points were modified and/or newly installed. The result of concentrated measurements during the current fiscal year revealed how the gravity varies before and after suspension of the steam production in association with regular repair works. Other works included patrolling gravity measurements in ten water level observation well drilling points, GPS measurements on all the gravity measurement points, continuous ground water level observation, and water content measurement for TDR soil. In the gravity variation analysis, it was indicated that the gravity variation at No. 5 hole site, the ground water level fluctuation, and the water content change in TDR soil have definite correlation with the seasonal variation. Discussions were given on a method for correction thereof. (NEDO)

  12. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir mass and heat flow characterization (Development of fracture hydrological properties characterization technology - Summary); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (danretsu suiri tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Efforts are under way to develop reservoir change evaluation technologies to be effective in evaluating reservoirs at their initial stage of development, in stabilizing the output of power stations after their commencement of service operation, and in probing into reservoirs in already-developed areas. One of them concerns the characterization of the hydrological properties of fractures. The development efforts involve (1) a pressure transient test method (measurement of the response of reservoirs to changes in borehole internal pressure), (2) a tiltmeter observation method (ground surface deformation measurement), and (3) a 2-phase flow metering method (metering of spurting fluids). Under item (1), a computer-aided borehole hydrology test system is built and field-tested to isolate problems. Also, a pressure transient test system is built by way of trial by use of which compressor-aided control is performed over air pressure in the borehole. Under item (2), it is made clear that changes, several MPa in scale, in the pressure in a borehole is detected by simulation and that a sufficiently capable system is realized using a tiltmeter available on the market. Under item (3), a device is fabricated which is a combination of a laser flowmeter and a void fraction meter, and a field test is conducted to assess its feasibility and to identify problems. (NEDO)

  13. Fiscal 1997 basic research on coal resource development (equipment development). Report on R and D of new exploration technology (exploration of medium-depth coal deposits in water areas); 1997 nendo sekitan shigen kaihatsu kiso chosa (kiki kaihatsu hen) hokokusho. Shintansa gijutsu chosa kaihatsu (suiiki chushindoso tansa)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    This report summarizes the research result on development of new coal exploration technology. For a high-precision and high-resolution reflective seismic exploration system, R and D was made on the exploration technology of several meter in resolution for medium-depth (800m) coal deposits under a lake of 2m deep. As a result, the high-frequency and high-power source (150-200Hz in dominant frequency, 700-800m in penetrability) and the high-frequency and high sensitivity receiver (10-1000Hz in frequency band, 35V/PA in sensitivity) were developed successfully, and the positioning system was improved. The final evaluation of these elementary technologies was carried out through demonstration tests, resulting in satisfactory results. For a high-efficiency trial drilling system, the in-bore trouble prevention system for measurement, processing and analysis of drilling data (drilling length, drilling rate, revolution, bit load, torque) and drilling mud data (charge water pressure, charge/discharge water, density, pH, viscosity) was constructed. The outlook for low-cost measurement and a safety during drilling was thus obtained. (NEDO)

  14. Report (summarized) for fiscal 2000 on survey for demonstration of geothermal exploration technologies. Development of exploration method using reservoir bed fluctuation (Theme 4. Development of seismic wave exploration method); 2000 nendo chinetsu tansa gijutsu to kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu - 4 (jishinha tansaho kaihatsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    With an objective of developing a method effective to evaluate reservoir beds in the initial stage of development, to maintain output stability of power plants after having started the operation and to extract reservoirs existing in the vicinity of areas that have already been developed, research has been performed on a method to forecast spread of the reservoir beds and future variation, by identifying distribution of very small earthquakes generated by steam production activities, and change in three-dimensional velocity structure of elastic waves. This paper summarizes the achievements in fiscal 2000. In the research of the seismic wave variation monitoring technology, AE observation was performed during a long-term blowout test of geothermal survey wells in the Akinomiya area in Ak ita Prefecture, wherein it was verified that the reservoir bed fluctuation can be identified as the number of AE occurrence. In the research of the three dimensional seismic wave variation analysis, a three dimensional velocity structure analyzing program was used to analyze the status in the Kakkonda area. In the survey of elastic wave velocity structure, a survey was carried out in the Akinomiya area in Akita Prefecture by using the reflection method. As a result, sharp fall was verified in the western side of side tracks of basic rocks, which corresponds to the past survey result. A plurality of reflection events corresponding to depths of geothermal reservoir beds were detected successfully. (NEDO)

  15. Fiscal 1999 research and verification of geothermal energy exploring technologies and the like. Development of reservoir mass and heat flow characterization (Development of reservoir change prediction technology - Summary); 1999 nendo chinetsu tansa gijutsu nado kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu (choryuso hendo yosoku gijutsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Efforts are exerted to develop technologies for accurately predicting reservoir expansion or other changes through a comprehensive analysis of the fracture hydrology method, gravity monitoring method, electrical and magnetic monitoring method, seismic monitoring method, and their associated technologies. The endeavors cover the development of a post processor system which involves gravity, self-potential, geochemistry, resistivity, etc., and is related to a reservoir simulator, and the development of a reservoir modelling technology. For the development of a post processor system, efforts continue (1) to develop a processor to deal with gravity, self-potential, resistivity, and geochemistry, (2) to carry out basic studies of changes in seismic propagation characteristics, (3) to develop databases, and (4) to develop a simulator interface. Under item (1), development involving gravity, self-potential, and geochemistry is complete, and now manuals are being prepared. A prototype design is complete for resistivity. For the development of a reservoir modelling technology, modelling is under way for the Onikobe and Sumikawa districts. Existing data are taken care of, and productivity predicting simulation is carried out. (NEDO)

  16. FY 1998 report on the verification survey of geothermal survey technology, etc./Development of the reservoir fluctuation survey method (Summary). Theme 2. Development of the gravity survey method; 1998 nendo chinetsu tansa gijutsu nado kensho chosa choryuso hendo tansaho kaihatsu hokokusho (yoyaku). 2. Juryoku tansaho kaihatsu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    As to the construction of a network system for gravity measurement, the continued observation of groundwater level was carried out as a 24-hour observation by setting water-level gauges at 10 wells. At one of the wells (No. 5), the 24-hour continued measurement was conducted for gravity as well as groundwater level. At the 9 wells except No. 5 well, the traveling measurement of gravity was made. In relation to the gravity measurement, the periodic measurement of three times a year was conducted at 138 measuring points. And at the same time, the elevation at measuring point was asked by a combination of GPS measuring and level measuring. Concerning the borehole gravity meter, the existing gravity calculation program was revised, and the model calculation of borehole gravity values was made. In the analysis/evaluation, as to the gravity fluctuation analysis, relations were studied between the groundwater level fluctuation and gravity fluctuation. Also conducted were study of effects of the unsaturated zone density fluctuation on gravity and selection of a measuring method of the soil water content saturation degree. In regard to the study of the precise gravity measuring method, the vertical gravity gradient was measured, and the correction method was studied. Further, the development was made of tidal models which are adaptable to the Yanaizu-Nishiyama area. (NEDO)

  17. Report (summarized) for fiscal 2000 on survey for demonstration of geothermal exploration technologies. Development of exploration method using reservoir bed fluctuation (Theme 5-1. Reservoir fluctuation forecasting technology); 2000 nendo chinetsu tansa gijutsu to kensho chosa hokokusho (yoyaku). Choryuso hendo tansaho kaihatsu - 5-1 (choryuso hendo yosoku gijutsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2001-03-01

    With an objective of developing a method effective to evaluate reservoir beds in the initial stage of development, to maintain output stability of power plants after having started the operation and to extract reservoirs existing in the vicinity of areas that have already been developed, R and D has been performed in relation with a reservoir simulator on post processors for gravity, SP, and resistivity, and on reservoir modeling. This paper summarizes the achievements in fiscal 2000. In developing the resistivity post processor, a prototype was completed. In developing the resistivity post processor for MT/CSAMT method, an analysis code was structured, and an input/output format was discussed. In developing the seismic wave post processor, a seismic wave characteristics fluctuation model was formulated. Regarding the input/output aiding GUI tools, a conceptual design was made. In developing the reservoir modeling technology, production forecasting simulation using a porous model and an MINC model was performed for the Sumikawa area. Based on the result thereof, forecast calculation was carried out on gravity change, resistivity change and natural potential change. (NEDO)

  18. FY 1998 report on the verification survey of geothermal survey technology, etc./Development of the reservoir fluctuation survey method (Summary). Theme 3. Development of the electric/electromagnetic survey method; 1998 nendo chinetsu tansa gijutsu nado kensho chosa choryuso hendo tansaho kaihatsu hokokusho (yoyaku). 3. Denki denjiki tansaho kaihatsu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    Three observation wells were drilled in the Ogiri experimental field. The depth of drilling was 101-120m. In the self-potential observation, admitted were fluctuations, etc. caused by daily changes (tidal changes and earth current), earth current by external magnetic field induction, well drilling noise and injection well. In the resistivity structure survey, the whole area indicated a three-layer (high/low/high) structure, and the shallow high-resistivity layer was correspondent with the new unaltered volcanic rock, and the medium-depth low-resistivity layer with the clayey alteration. On the assumption that the reservoir model is improved by properties of geothermal water and 35% of the returning geothermal water goes back to the production region, pressure/chlorine concentration were satisfactorily explained. Changes in chlorine concentration by the returning geothermal water are estimated at 22% within production reservoir and at 52% in injection region, and when considering temperature changes, it was predicted that fluctuations of the resistivity underground are within 20%. The accuracy of the MT method was studied by using the MT method with the existing MT method. The accuracy was not enough to detect a resistivity of 10%, and therefore, the repeated measurement by fixed electrode or the continued MT method monitoring is needed. (NEDO)

  19. FY 1998 report on the verification survey of geothermal survey technology, etc./Development of the reservoir fluctuation survey method (Summary). Theme 1. Development of the fracture hydraulic survey method; 1998 nendo chinetsu tansa gijutsu nado kensho chosa choryuso hendo tansaho kaihatsu hokokusho (Yoyaku). 1. Danretsu suiri tansaho kaihatsu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    The paper reported the results of the development of the fracture hydraulic method. As to the geothermal well hydraulic test method, the following were studied. Relating to the pressure transient test method, the detailed design of a system was conducted on a prototype hydraulic test system through the manufacture of element parts and feed back control mechanism and experiments to evaluate performance/operation characteristics of fields. Concerning the tiltmeter use measurement method, the field experiment by tiltmeter measurement was carried out in the Hijiori area where existing data and the wells used exist. With respect to the two-phase flow rate measuring method, by a combination of the existing vortex flow meter, vapor quality meter and tracer method, conducted were a field experiment on comparison/calibration of the existing flow meter and tracer method and a numerical simulation of change in vapor liquid in association with temperature/pressure changes in two-phase flow pipe, and the semi-quantitative calibration method was studied. About the water permeable logging method, study was made on the following items. In regard to the hydrophone VSP method, data analysis of the method was conducted. As to the development of individual feed zone flow meter measuring device, the evaluation was conducted of accuracy of Doppler shift rates for flow rate, pressure, flow velocity, well diameter and change in concentration and characteristics of acoustic unit. As a result, the flow rate was unable to be detected with satisfactory accuracy. (NEDO)

  20. FY 1991 report on the survey of geothermal development promotion. Electromagnetic exploration (High accuracy MT method) (No.38 - West area of Mt. Aso); Chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo. 1991 nendo chinetsu kaihatsu sokushin chosa - Denji tansa (Koseido MT ho) hokokusho (No.38 Asosan seibu chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1991-12-01

    As a part of the survey of geothermal development promotion in FY 1991, electromagnetic exploration by the high accuracy MT method was conducted to acquire the information on the geothermal structure in the west area of Mt. Aso, Kumamoto Prefecture. The electromagnetic exploration was made in the area of about 65km{sup 2} at 52 measuring points for 3 measuring components in the magnetic field/2 measuring components in the electric field at 20 measuring frequencies or more in the range of 0.01Hz-20kHz for 4 hours or more. As a result of the survey, the resistivity structure indicated a 3-layer structure inside the Aso caldera. It was thought that the lowest layer was correspondent to the geological basement (Pre-tertiary system). As to the resistivity discontinuous lines extracted from sudden changes in depth distribution and resistivity distribution of the resistivity basement, those in NS direction are conspicuous and those in EW direction also exist inside the caldera. Around the part where these resistivity discontinuous lines of both NS and EW systems cross each other inside the caldera, the Yunoya hot spring and Tarutama hot spring which indicate the geothermal manifestation are located, and acid alteration zones were seen on the earth's surface in the periphery. (NEDO)

  1. Fiscal 1989 geothermal development promotion survey report. Data sampled by ground based survey and attached to the report (Electromagnetic surveillance - TDEM - No. 32. Hachijo Island region); Chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo. 1989 nendo chinetsu kaihatsu sokushin chosa denji tansa (TDEM ho) hokokusho (No. 32 Hachijojima chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1989-11-01

    A TDEM (time domain electromagnetic) surveillance was conducted for the Hachijo Island region, Tokyo. The survey covered a 70 km{sup 2} area, with 81 observation stations. There was a distance of 1 km or more between transmission electrodes, the signal was a rectangular wave with a cycle of 16 seconds or more, the sending current was 60 A or more, and the shortest distance between a transmission electrode and an observation station was 2.5 km or more. A subsurface structure model was proposed after the analysis of the collected data, which is described below. In the Mt. Nishiyama district, the deep-seated magnetic substance, high-conduction zone, and the low gravity anomaly zone were found to be roughly equal to each other in terms of distribution. It is inferred that the low gravity anomaly results from reduction in resistivity by the progress of fractioning of rocks due to the intrusion of a magnetized rock into the depth and from mass defect due to volcanic eruption. In the Mt. Higashiyama district, a high density rock intrudes in the ENE-WSW direction for the creation of a high gravity anomaly belt, and it is inferred that alteration occurred along the southern rim of the belt, that magnetic substance was produced in the cavity-abundant portion, and that a volcano with several craters rose at the middle of the portion. (NEDO)

  2. FY 1998 report on the verification survey of geothermal survey technology, etc./Development of the reservoir fluctuation survey method (Summary). Theme 5-1. Technology to predict reservoir fluctuations; 1998 nendo chinetsu tansa gijutsu nado kensho chosa choryuso hendo tanhsaho kaihatsu hokokusho (yoyaku ). 5-1. Choryuso hendo (choryuso hendo yooku gijutsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    The existing gravity post processor was improved and a feasibility study of downhole gravity profile measurement was conducted. As compared with the earth surface, great fluctuations could be observed in the downhole, indicating a possibility of acquiring the useful information on underground steam zones. The existing self-potential post processor was improved, which made the history matching analysis easy. A geochemical post processor was developed which can analyze geochemical fluctuations. Changes in resistivity in reservoir associated with production/injection of geothermal fluids were calculated, and a feasibility was shown of developing the resistivity post processor into which the existing MT forward calculation method was efficiently integrated. From the data on effects of changes in temperature/fluid phase on seismic wave velocity and damping, usability of the seismic wave post processor was made clear. From the reservoir fluctuation analysis using gravity/self-potential post processor, it was found out that gravity fluctuations at Onikobe had already finished and presently there are less fluctuations. Self-potential is still in fluctuations and becomes indices of reservoir fluctuations. Study was made also on Sumikawa where steam is dominant. (NEDO)

  3. Exploration of underground basement structures in Kanto plain using the spatial autocorrelation method. 1. S-wave velocity structure along the line from Hatoyama, Saitama to Noda, Chiba; Kukan jiko sokanho ni yoru Kanto heiya no kiban kozo tansa. 1. Saitamaken Hatoyama machi - Chibaken Nodashi kan no S ha sokudo kozo

    Energy Technology Data Exchange (ETDEWEB)

    Matsuoka, T; Umezawa, N; Shiraishi, H [Saitama Institute of Environmental Pollution, Saitama (Japan)

    1997-05-27

    The Saitama prefectural government has been conducting basement structure exploration using the spatial autocorrelation method by dividing the entire plain area into meshes, for the purpose of improving the accuracy of estimating large-scale seismic damages. This paper reports the result of explorations on meshes in the east-west direction in the central part of Saitama Prefecture. The present exploration was intended on ten meshes in the east-west direction along the north latitude 36-degree line. The number of exploration points is 13 comprising three points on the hilly area bordering on the eastern edge of the Kanto mountainous area and ten points on the plain area. The arrangement constitutes a traverse line with a total distance of about 33 km from the west edge (Hatoyama-machi in Saitama Prefecture) to the east edge (Noda City in Chiba Prefecture). The phase velocities were estimated from the result of the array microtremor observations using the spatial autocorrelation method applied with the FET. The phase velocities were used to estimate underground structures by using an inverse analysis. As a result, detailed two-dimensional S-wave velocity structures were revealed on the traverse line. The velocity cross section expresses change in the basement structures with sufficient resolution, and at the same time the information is judged highly harmonious with existing deep boring data and the result of artificial earthquake exploration. 15 refs., 6 figs.

  4. Fiscal 1997 report of the verification research on geothermal prospecting technology. Theme 5-2. Development of a reservoir change prospecting method (reservoir change prediction technique (modeling support technique)); 1997 nendo chinetsu tansa gijutsu nado kensho chosa. 5-2. Choryuso hendo tansaho kaihatsu (choryuso hendo yosoku gijutsu (modeling shien gijutsu)) hokokusho

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-03-01

    To evaluate geothermal reservoirs in the initial stage of development, to keep stable output in service operation, and to develop a technology effective for extraction from peripheral reservoirs, study was made on a reservoir variation prediction technique, in particular, a modeling support technique. This paper describes the result in fiscal 1997. Underground temperature estimation technique using homogenization temperatures of fluid inclusions among core fault system measurement systems was applied to Wasabizawa field. The effect of stretching is important to estimate reservoir temperatures, and use of a minimum homogenization temperature of fluid inclusions in quartz was suitable. Even in the case of no quartz in hydrothermal veins, measured data of quartz (secondary fluid inclusion) in parent rocks adjacent to hydrothermal veins well agreed with measured temperature data. The developmental possibility of a new modeling support technique was confirmed enough through collection of documents and information. Based on the result, measurement equipment suitable for R and D was selected, and a measurement system was established through preliminary experiments. 39 refs., 35 figs., 6 tabs.

  5. FY 1991 report on the survey of geothermal development promotion. Attached data. Electromagnetic exploration (High accuracy MT method) (No.38 - West area of Mt. Aso); Chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo. 1991 nendo chinetsu kaihatsu sokushin chosa - Denji tansa (Koseido MT ho) hokokusho (No.38 Asosan seibu chiiki - Tenpu shiryo)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1991-12-01

    As a part of the survey of geothermal development promotion in FY 1991, electromagnetic exploration by the high accuracy MT method was conducted to acquire the information on the geothermal structure in the west area of Mt. Aso, Kumamoto Prefecture. The detailed data were arranged as the data attached to the report on the electromagnetic exploration. As the attached data, included were the results of the 1D analysis (measuring/analysis {rho}a-F chart, analytic structure drawing), results of the 1D analysis (numerical list of the apparent resistivity analytic value and inverse analytic value) and numerical list of the apparent resistivity measured value. (NEDO)

  6. Report on fiscal 1998 investigation of geothermal development and promotion and on supplementary investigation concerning data processing (geology/decomposed zone investigation and gravitational probing). No. B-7 Kuwanosawa area; 1998 nendo chinetsu kaihatsu sokushin chosa. Data shori ni kakawaru hosoku chosa (chishitsu henshitsutai chosa oyobi juryoku tansa) hokokusho (No.B-7 Kuwanosawa chiiki)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-09-30

    A geology/alteration zone investigation and gravitational probing were carried out, with the results summarized, for the purpose of elucidating the structure of geothermal reservoir structure in the Kuwanosawa area. The investigation was implemented in the southeast part of Akita prefecture including Yuzawa city and Ogachimachi during the period between June 9 and August 31, 1999. The results were as follows. The geology of the investigation area consists of granite, as the base rock, and the covering Doroyu layer, Minasegawa layer, Sanzugawa layer and intrusive rocks in the Neo Tertiary system as well as Kabutosan layer and volcanic rocks in the Quaternary system. No wide area alteration zone existed, while vein-like alterations and hydrothermal veins along cracks were recognized, with the fluid inclusion homogenizing temperature showing 240-260 degrees C, which presumably indicates the existence of local hydrothermal activity until comparatively recently. The geothermal structure of the subject area is very likely dependent on thermal conduction from a deep thermal source existing in the Wasabizawa district. In the underground depth, it is inferred that a hydrothermal system is formed in the NW fault structure, lower part of cracks accompanying NS hydrothermal vein, and in the NNW/NE structures inferable from the gravitational probing. (NEDO)

  7. FY 1998 report on the development of technology for reservoir mass and heat flow characterization. Theme 5-2. Monitoring and modeling of reservoir mass and heat flows (Integrated reservoir modeling and simulation techniques/Modeling support technique); 1998 nendo chinetsu tansa gijutsu nado kensho chosa choryuso hendo tansaho kaihatsu hokokusho (yoyaku). 5-2. Choryuso hendo yosoku gijutsu (modeling shien gijutsu)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1999-03-01

    This R and D are aimed at establishing technology to support the reservoir modeling work required for predicting the reservoir variation from the geological/geochemical side. The contents of the development are (1) establishment of the practical measuring system for core fracture system, and (2) establishment of new modeling support technology. In (1), as the core fraction system measuring system, the measurement of fluid inclusion homogenization temperature and melting point and laser Raman spectroscopy were applied to the Wasabizawa area to obtain the results. In (2), the R and D were conducted of a rapid age measuring method for altered rock/unaltered rock and an analytical method for fluid flow using trace chemical components of hydrothermal minerals. In the former, 3-D thermoluminescent intensity of the age-known quartz was measured. The TL age of weak altered rock of Kijiyama dacite in the Wasabizawa area was 320Ka, almost the same result as 320Ka already reported. In the latter, trace components of quartz were measured at each well, and changes in the depth direction were made clear. It was made clear that the variation of Na/K ratio is large around the lost circulation stratum. The geothermal fluid flow was made clear by the analysis of similarity of the intensity ratio. (NEDO)

  8. Fiscal 1998 geothermal development promotion survey. Annex to on-the-ground survey report, geothermal development promotion survey (Part 2. Electromagnetic surveillance using simplified MT method - No. 30: Western part of Hakkoda area); 1989 nendo chinetsu kaihatsu sokushin chosa. Chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo (Denji tansa (MT kan'i ho) hokokusho - No.30 Hakkoda seibu chiiki - 2)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1991-01-01

    An electromagnetic surveillance using the simplified MT (magnetotelluric) method was conducted to help clarify the geothermal structure in the western part of the Hakkoda area, Aomori Prefecture. The survey covered approximately 60 km{sup 2,} and involved 38 survey points, 3 magnetic field components, 2 electric field components, not less than 10 measuring frequencies in the range of 0.01-125 Hz, and a measuring time of not less than 2 hours. An analysis was performed, with data previously collected at 60 points added to the data collected at the said 38 points. As the result, the resistivity structure in this area was divided into 3 layers of high-low-high as described from the surface to the depth, and the middle layer was further divided into 3 layers of high-middle-low and the bottom layer into 2 layers of high-low. The result conformed though roughly to the result obtained by the electrical logging carried out in the structure boring. In the geothermal zone including the Sukayu hot spa in the southeastern part of this area and along the Jogakura valley, there exist a complicated resistivity structure attributable to geothermal activities and a number of discontinuous lines of resistivity running in the directions of WNW-ESE and N-S. This enabled an inference that there is a deep-seated geothermal source between Odake and Akamizusawa extending eastward from the said geothermal zone. (NEDO)

  9. Fiscal 1998 geothermal development promotion survey. Annex to on-the-ground survey report, geothermal development promotion survey (Part 2. Electromagnetic surveillance using simplified MT method - No. 30: Western part of Hakkoda area); 1989 nendo chinetsu kaihatsu sokushin chosa. Chinetsu kaihatsu sokushin chosa chijo chosa hokokusho futai shiryo (Denji tansa (MT kan'i ho) hokokusho - No.30 Hakkoda seibu chiiki - 2)

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1991-01-01

    An electromagnetic surveillance using the simplified MT (magnetotelluric) method was conducted to help clarify the geothermal structure in the western part of the Hakkoda area, Aomori Prefecture. The survey covered approximately 60 km{sup 2,} and involved 38 survey points, 3 magnetic field components, 2 electric field components, not less than 10 measuring frequencies in the range of 0.01-125 Hz, and a measuring time of not less than 2 hours. An analysis was performed, with data previously collected at 60 points added to the data collected at the said 38 points. As the result, the resistivity structure in this area was divided into 3 layers of high-low-high as described from the surface to the depth, and the middle layer was further divided into 3 layers of high-middle-low and the bottom layer into 2 layers of high-low. The result conformed though roughly to the result obtained by the electrical logging carried out in the structure boring. In the geothermal zone including the Sukayu hot spa in the southeastern part of this area and along the Jogakura valley, there exist a complicated resistivity structure attributable to geothermal activities and a number of discontinuous lines of resistivity running in the directions of WNW-ESE and N-S. This enabled an inference that there is a deep-seated geothermal source between Odake and Akamizusawa extending eastward from the said geothermal zone. (NEDO)

  10. Advanced research and development of gas hydrate resources. R and D of exploration and others - R and D of excavation technologies and others - surveys/researches on methods of evaluating environmental effects - surveys/researches on application systems; Gas hydrate shigenka gijutsu sendo kenkyu kaihatsu. Tansa nado ni kansuru kenkyu kaihatsu / kussaku gijutsu nado ni kansuru kenkyu kaihatsu / kankyo eikyo hyokaho no chosa kenkyu / riyo system ni kansuru chosa kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    Gas hydrate is a clathrate compound in a gaseous molecule as the host, stable under relatively mild environments. It is deposited in the 600m or deeper sea bottoms to form the gas hydrate deposit and massively occurring in the sea areas around Japan. This deposit has been studied viewed from natural gas resources, causes for natural hazards and contribution to the global warming. This project excavates a well in the deposit, to study possibilities of the technologies for decomposing, fluidizing and lifting the hydrate as the gas source, and for establishing the natural gas transporting/mooring systems in which its characteristics are utilized. The R and D activities are directed to the 4 areas, (1) development of the exploration technologies to determine the deposit sea area, quantity and conditions, (2) development of the stable well-excavation technologies, (3) studies on the effects of gas production on the environments, and development of the system for predicting the effects, (4) and studies on the application systems. The item (3) finds out the transportation/storage system possibly more economical than the current freezing/liquefaction technologies. The item (3) has the development themes of evaluating the geohazards caused by excavation and gas production, and their effects on the ecological systems. (NEDO)

  11. Report on the achievements in fiscal 1999. Technology to use gas hydrate as a resource (Research and development for exploration, research and development on drilling technologies, investigative research on an environment influence evaluation method, and investigative research on a utilization system); 1999 nendo gas hydrate shigenka gijutsu sendo kenkyu kaihatsu seika hokokusho. Tansa nado ni kansuru kenkyu kaihatsu, kussaku gijutsu nado ni kansuru kenkyu kaihatsu, kankyo eikyo hyokaho no chosa kenkyu, riyo system ni kansuru chosa kenkyu

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    2000-03-01

    The contents of the research and development performed in the current fiscal year are as follows: (1) research and development for exploration, (2) research and development on drilling technologies, (3) investigative research on an environment influence evaluation method, and (4) investigative research on a utilization system. In Item (1), element analysis data are used to study a method to estimate production environment of hydrate ore beds by using an inorganic ion analyzer and a trace amount element analyzer, the crust thermal flow measuring method is used to discuss a method to analyze the hydrate stability zones together with the data of sea area exploration records, and conceptual design is made on a resource potential evaluation system. In Item (2), experiments and analytical discussions are performed on decomposition control of the gas hydrate solid-liquid interface according to such conditions for the drilling fluid as temperatures and flow rates. Elucidation is given on the initial process of bubble generation for behavior of decomposed gas bubbles. Observation and elucidation are made on two-phase flow behavior of non-Newtonian fluid. In Item (3), conceptual design is carried out on a system to detect elements of shape change in each bed due to fluid movement in a gas hydrate bed and an upper bed. In Item (4), discussions are given on the optimizing conditions for generation and dissociation of gas hydrates. Investigation is made also on a possibility of the transportation and storage system. (NEDO)