WorldWideScience

Sample records for revetments

  1. Dune erosion above revetments

    NARCIS (Netherlands)

    Van Thiel de Vries, J.S.M.

    2012-01-01

    In a situation with a narrow dune, the dune base can be protected with a revetment to reduce dune erosion during extreme events. To quantify the effects of a revetment on storm impact, the functionality of the numerical storm impact model XBeach (Roelvink et al., 2009) is extended to account for the

  2. Preliminary study of pur-revetment's application

    NARCIS (Netherlands)

    Gu, D.; Verhagen, H.J.; Van de Ven, M.

    2008-01-01

    PUR-revetment is a newly developed method for hydraulic application. Its structure is similar to that of open stone asphalt revetment, but the crushed stones are glued by polyurethane (PUR) instead of bitumen. To study the feasibility of applying PUR-revetment, a research based on the comparisons

  3. Modelling the failure modes in geobag revetments.

    Science.gov (United States)

    Akter, A; Crapper, M; Pender, G; Wright, G; Wong, W S

    2012-01-01

    In recent years, sand filled geotextile bags (geobags) have been used as a means of long-term riverbank revetment stabilization. However, despite their deployment in a significant number of locations, the failure modes of such structures are not well understood. Three interactions influence the geobag performance, i.e. geobag-geobag, geobag-water flow and geobag-water flow-river bank. The aim of the research reported here is to develop a detailed understanding of the failure mechanisms in a geobag revetment using a discrete element model (DEM) validated by laboratory data. The laboratory measured velocity data were used for preparing a mapped velocity field for a coupled DEM simulation of geobag revetment failure. The validated DEM model could identify well the critical bag location in varying water depths. Toe scour, one of the major instability factors in revetments, and its influence on the bottom-most layer of the bags were also reasonably represented in this DEM model. It is envisaged that the use of a DEM model will provide more details on geobag revetment performance in riverbanks.

  4. Effects of Bank Revetment on Sacramento River, California

    Science.gov (United States)

    Michael D. Harvey; Chester C. Watson

    1989-01-01

    Twelve low radius of curvature bends, half of which were rivetted, were studied in the Butte Basin reach of Sacramento River, California, to determine whether bank revetment deleteriously affected salmonid habitat. At low discharge (128.6 cubic meters/s) it was demonstrated that revetment does not cause channel narrowing or deepening, nor does it prevent re-entrainment...

  5. Dynamic revetments for coastal erosion in Oregon : final report.

    Science.gov (United States)

    2005-08-01

    Gravel beaches have long been recognized as one of the most efficient forms of "natural" coastal protection, and have been suggested as a form of shore protection. "Cobble berms," "dynamic revetments" or "rubble beaches" involve the construction of a...

  6. Determination of Optimum Cross-section for Oran Highway Revetment

    Science.gov (United States)

    Velioglu, Deniz; Sogut, Erdinc; Guler, Isikhan

    2017-04-01

    Revetments are shore parallel, sloping coastal structures which are built to provide protection from the negative effects of the sea. The revetment mentioned in this study is located in the City of Oran, Algeria and is currently under construction. This study investigates the determination of the optimum revetment cross section for Oran highway, considering both the hydraulic stability of the revetment and economy. The existence of cliffs in the region and the settlement of the City of Oran created a necessity to re-align Oran highway; therefore, it was shifted towards the Gulf of Oran. Approximately 1 km of the highway is to be constructed on the Mediterranean Sea due to the new alignment. In order to protect the sea side of the road from the adverse effects of the sea, a revetment was designed. The proposed cross section had an armour layer composed of 23 tons of antifer units and regular placement of armour units was recommended. In order to check the hydraulic stability of the proposed section, physical model tests were performed in the laboratory of LEM (Laboratoire d'Etudes Maritimes) in Algeria, using the pre-determined design wave conditions. The physical model tests revealed that the trunk of the revetment was totaly damaged. Accordingly, the proposed section was found insufficient and certain modifications were required. The first modification was made in the arrangement of armour units, changing them from regular to irregular. After testing the new cross section, it was observed that the revetment was vulnerable to breaking wave attack due to the toe geometry and thus the toe of the revetment had to be re-shaped. Therefore, the second option was to reduce the toe elevation. It was observed that even though the revetment trunk was safe, the damage in the toe was not in acceptable limits. The new cross section was found insufficient and as the final option, the weight of the antifer units used in the armour layer was increased, the toe length of the

  7. Evaluation of Environmental and Hydraulic Performance of Bio-Composite Revetment Blocks

    OpenAIRE

    Thamer A.  Ahmeed; Nor A.  Alias; Abdul H.  Ghazali; Mohd. S.  Jaafar

    2006-01-01

    It is necessary to develop a concrete revetment block which can cater for environment and at the same time it will be effective in protecting river banks (stabilize the slope of banks) from scouring during flood. In the present study, the environmental and hydraulic performance of the proposed revetment block was evaluated through laboratory and field tests. The tested revetment block is called bio-composite because it is composed of concrete, plastic mesh and biological material (coconut hus...

  8. Revetements nanostructures pour la protection des metaux dans les environnements marins

    Science.gov (United States)

    Brassard, Jean-Denis

    L'objectif de cette recherche est de verifier qu'un materiau superhydrophobe peut diminuer l'adherence et l'accumulation de la glace tout en conservant de bonnes proprietes anticorrosion. Afin de verifier cette assertion, trois familles de nouveaux revetements micros et nanostructures, identifiees par les lettres A, B, et C, ont ete developpes de facon a pouvoir en determiner l'efficacite glaciophobe en relation avec l'angle de contact particulier a chaque structure obtenue. Les revetements ont tous ete optimises pour que l'angle de contact et l'adherence au substrat soient maximaux. Les trois revetements optimises sont les suivants: Le revetement A a ete developpe pour application sur l'acier galvanise. Les microrugosites creees sont celles de la structure de la couche du zinc electrodepose en surface et les nanorugosites sont celles creees par le film de silicone copolymerise nanostructure. Un temps optimal de 10 min a ete retenu pour l'electrodeposition du zinc, ce dernier maximisant l'angle de contact a 155° lorsqu'enduit d'un film de silicone de 100 nm d'epaisseur. Le revetement B a ete developpe pour application sur un alliage d'aluminium. Les microrugosites creees sont celles de la microstructure granulaire obtenue par gravure de l'aluminium immerge dans un bain de HCl et les nanorugosites sont celles creees d'un meme film nanostructure de silicone copolymerise. La valeur optimale du temps de gravure est de 8 minutes et donne l'angle de contact le plus eleve a 154°, lorsqu'enduit du meme film de silicone de 100 nm d'epaisseur depose sur le revetement A. Le revetement C a ete developpe pour etre applique indifferemment sur tout substrat degraisse d'aluminium ou d'acier. Les microrugosites et les nanorugosites sont celles creees par les agregats de nanoparticules de ZnO rendues hydrophobes melangees au silicone qui sont pulverisees sur une couche d'appret composee de silicone et de polymethylhydrosiloxane. On obtient alors un produit composite rigide ou les

  9. Modelling Scour in Front of Dune Revetments in a Surf-beat Model

    NARCIS (Netherlands)

    Van Geer, P.F.C.; Van Thiel de Vries, J.S.M.; Boers, M.; Den Bieman, J.P.; McCall, R.T.

    2014-01-01

    This paper presents adaptations to the XBeach model aimed at including the relevant processes for the generation of scour holes at the toe of a revetment. Dutch assessment rules for the safety of sea defenses need to be adjusted to cope with a combination of sandy dunes and hard elements. To that

  10. Geo synthetics in hydraulic and coastal engineering: Filters, revetments and sand filled structures

    International Nuclear Information System (INIS)

    Bezuijen, A.; Pilarczyk, K. W.

    2014-01-01

    The paper deals with 2 applications of geo textiles in coastal and hydraulic engineering: Geo textiles in filters and revetments; and geo textiles in sand filled structure. Geo textiles are often replacing granular filters. However, they have different properties than a granular filter. For the application of geo textiles in revetments, the consequences of the different properties will be shown: how permeability is influenced by a geo textile and what can be the consequences of the weight differences between granular and geo textile filters. In the other application, the filter properties of geo textiles are only secondary. In geo textile tubes and containers the geo textile is used as wrapping material to create large unties that will not erode during wave attach. the structures with geo textile tubes and containers serve as an alternative for rock based structures. The first of these structures were more or less constructed by trial and error, but research on the shape of the structures, the stability under wave attach and the durability of the used of the used material has given the possibility to use design tools for these structures. Recently also the morphological aspects of these structures have been investigated. This is of importance because regularly structures with geo textile tubes fail due to insufficient toe protection against the scour hole that that develops in front of the structure, leading to undermining of the structure. Recent research in the Dealt Flume of Deltares and the Large Wave Flume in Hannover has led to better understanding what mechanisms determine the stability under wave attach. It is shown that also the degree of filling is of importance and the position of the water level with respect to the tube has a large influence. (Author)

  11. Preliminary design of a landfill and revetment on Bikini Island, Republic of the Marshall Islands. February 1987. Final report

    Energy Technology Data Exchange (ETDEWEB)

    Smith, Orson P; Yenhsi, Chu [Coastal Engineering Research Center, Department of the Army, Waterways Experiment Station, Corps of Engineers, Vicksburg, MS (United States)

    1987-07-01

    Topsoil on Bikini Island, which is located 2500 miles southwest of Hawaii at 110351 N, 1650251 E, was contaminated by radioactive fallout from nuclear weapons tests in the late 1940's and early 1950's. The uptake of this radioactive fallout, primarily cesium-137 in plants, has prevented resettlement of the island by the native population. One alternative solution proposed by the congressionally appointed Bikini Atoll Rehabilitation Committee involves removal of the contaminated topsoil and placement of the excavated material as a landfill on the 2,500-ft-wide reef flat adjacent to the eastern (windward) shore of the island. This paper explores that alternative by first developing an extremal wave climatology offshore of Bikini Island from 21 years 1959-1979) of typhoon data published by the Joint Typhoon Warning Center on Guam. Deepwater wave conditions just offshore of the reef are estimated and transformed to the point of breaking at the edge of the reef. Storm surge Is estimated based on these same parameters. Wave setup on the reef flat is estimated based on the simulated breaking conditions. Given an estimate of the elevated water level across the reef caused by storm surge and wave setup, depth limitations and fractional decay are estimated to define wave conditions at the toe of the proposed revetment. A rubble-mound revetment design stable in these conditions, armored by coral limestone quarried from the reef flat, is then formulated and corresponding material quantities estimated. (author)

  12. Preliminary design of a landfill and revetment on Bikini Island, Republic of the Marshall Islands. February 1987. Final report

    International Nuclear Information System (INIS)

    Smith, Orson P.; Chu Yenhsi

    1987-01-01

    Topsoil on Bikini Island, which is located 2500 miles southwest of Hawaii at 110351 N, 1650251 E, was contaminated by radioactive fallout from nuclear weapons tests in the late 1940's and early 1950's. The uptake of this radioactive fallout, primarily cesium-137 in plants, has prevented resettlement of the island by the native population. One alternative solution proposed by the congressionally appointed Bikini Atoll Rehabilitation Committee involves removal of the contaminated topsoil and placement of the excavated material as a landfill on the 2,500-ft-wide reef flat adjacent to the eastern (windward) shore of the island. This paper explores that alternative by first developing an extremal wave climatology offshore of Bikini Island from 21 years 1959-1979) of typhoon data published by the Joint Typhoon Warning Center on Guam. Deepwater wave conditions just offshore of the reef are estimated and transformed to the point of breaking at the edge of the reef. Storm surge Is estimated based on these same parameters. Wave setup on the reef flat is estimated based on the simulated breaking conditions. Given an estimate of the elevated water level across the reef caused by storm surge and wave setup, depth limitations and fractional decay are estimated to define wave conditions at the toe of the proposed revetment. A rubble-mound revetment design stable in these conditions, armored by coral limestone quarried from the reef flat, is then formulated and corresponding material quantities estimated. (author)

  13. Mesures experimentales de l'impact des revetements hydrophobeset superhydrophobes sur la trainee et la portance d'un profil aerodynamique propre et glace

    Science.gov (United States)

    Villeneuve, Eric

    Ce projet, realise a la demande du Laboratoire International des Materiaux Antigivre, a pour but de mesurer et definir experimentalement l'impact de revetements hydrophobes sur les coefficients de trainee et de portance d'un profil NACA 0012. Pour ce faire, la balance aerodynamique du LIMA devait tout d'abord etre amelioree afin d'offrir une sensibilite suffisante pour realiser le projet. Plusieurs ameliorations ont ete faites, comme le changement des cellules de charge, la diminution du nombre de cellules de charge, le changement du cadre de la balance, etc. Une fois ces ameliorations terminees, la reproductibilite, l'exactitude et la sensibilite ont ete valides afin de s'assurer de la fiabilite des resultats offerts par la balance. Pour les angles d'attaque etudies avec les revetements, soient -6° et 0°, la balance a une reproductibilite de +/-2,06% a 360 000 de nombre de Reynolds. Pour valider la sensibilite, des essais a -6° et 0° d'angle d'attaque et des nombres de Reynolds de 360 000 et 500 000 ont ete faits avec des papiers sables. Les resultats de ces essais ont permis de, tracer des courbes de tendances du coefficient de trainee du NACA 0012 en fonction de la rugosite de surface et d'etablir la valeur de la sensibilite de la balance a +/-8 mu m. Cinq revetements populaires ont ete choisis pour l'experimentation, soient le Wearlon, le Staclean, le Hirec, le Phasebreak ainsi que le Nusil. Les revetements sont soumis aux memes conditions experimentales que les papiers sables, et une rugosite equivalente est trouvee par extrapolation des resultats. Cependant, les rugosites equivalentes de surfaces different entre -6° et 0°. Les essais avec le Staclean et le Hirec donnent des coefficients de trainee equivalent a ceux avec l'aluminium, alors que le Wearlon, le Nusil et le Phasebreak donnent une augmentation du coefficient de trainee de 13%, 17% et 25% respectivement par rapport a l'aluminium. Pour les coefficients de portance, la balance ne detecte pas l

  14. Geo synthetics in hydraulic and coastal engineering: Filters, revetments and sand filled structures; Geosinteticos en ingenieria hidraulica y costera: filtros, revestimientos y estructuras llenas de arena

    Energy Technology Data Exchange (ETDEWEB)

    Bezuijen, A.; Pilarczyk, K. W.

    2014-02-01

    The paper deals with 2 applications of geo textiles in coastal and hydraulic engineering: Geo textiles in filters and revetments; and geo textiles in sand filled structure. Geo textiles are often replacing granular filters. However, they have different properties than a granular filter. For the application of geo textiles in revetments, the consequences of the different properties will be shown: how permeability is influenced by a geo textile and what can be the consequences of the weight differences between granular and geo textile filters. In the other application, the filter properties of geo textiles are only secondary. In geo textile tubes and containers the geo textile is used as wrapping material to create large unties that will not erode during wave attach. the structures with geo textile tubes and containers serve as an alternative for rock based structures. The first of these structures were more or less constructed by trial and error, but research on the shape of the structures, the stability under wave attach and the durability of the used of the used material has given the possibility to use design tools for these structures. Recently also the morphological aspects of these structures have been investigated. This is of importance because regularly structures with geo textile tubes fail due to insufficient toe protection against the scour hole that that develops in front of the structure, leading to undermining of the structure. Recent research in the Dealt Flume of Deltares and the Large Wave Flume in Hannover has led to better understanding what mechanisms determine the stability under wave attach. It is shown that also the degree of filling is of importance and the position of the water level with respect to the tube has a large influence. (Author)

  15. Preparation of high critical temperature YBa{sub 2}Cu{sub 3}O{sub 7} superconducting coatings by thermal spray; Elaboration par projection a chaud de revetements supraconducteurs a haute temperature critique de type YBa{sub 2}Cu{sub 3}O{sub 7}

    Energy Technology Data Exchange (ETDEWEB)

    Lacombe, Jacques

    1991-09-20

    The objective of this research thesis is the elaboration of YBa{sub 2}Cu{sub 3}O{sub 7} superconducting coatings by thermal spray. These coatings must have a high adherence, a high cohesion, and the best possible electrical characteristics. The author first briefly presents physical-chemical characteristics of this ceramic, and proposes a bibliographical synthesis on thick coatings prepared by thermal spray. In the next parts, he studies and describes conditions of elaboration of poly-granular coatings of YBa{sub 2}Cu{sub 3}O{sub 7}, and their structural and electric characteristics [French] Des revetements epais de YBa{sub 2}Cu{sub 3}O{sub 7} ont ete elabores par projection a chaud sur des substrats d'acier inoxydable revetus d'une sous-couche de Ni-Cr-Al-Y. Les principales etapes du processus de fabrication sont les suivantes: - preparation de la poudre par voie humide selon un procede mis au point au C.E.R.E.M., - realisation des revetements epais par projection a chaud de cette poudre selon trois differentes techniques: projection plasma atmospherique, projection plasma sous pression reduite, projection flamme oxyacetylenique. - traitement thermique en deux etapes des revetements pour recristalliser la phase YBa{sub 2}Cu{sub 3}O{sub 7} et la reoxygener (traitement thermique dans un four sous oxygene). Les depots elabores selon cette voie sont adherents et homogenes a la fois en composition et en morphologie. La phase supraconductrice YBa{sub 2}Cu{sub 3}O{sub 7} determinee par diffraction de rayons X est bien cristallisee; elle se presente sous forme de plaquettes d'environ 10 μm de long et 1 μm d'epaisseur sans orientation preferentielle. Les revetements realises par projection plasma atmospherique presentent les meilleures caracteristiques electriques: Tc(R=0) = 90.5K; ΔTc = 1K; ρ (300 K) = 0.7 - 0.8 mΩ.cm; Jc(77 K,0 T) = 1000 A/cm{sup 2}. Les proprietes d'ecrantage magnetique ont ete comparees a celles de materiaux utilises pour le blindage magnetique

  16. The use of radioactive sources for the study of wear in refractory linings; L'emploi de sources radioactives pour l'etude de l'usure des revetements refractaires

    Energy Technology Data Exchange (ETDEWEB)

    Courtois, G; Hours, R [Commissariat a l' Energie Atomique, Saclay (France).Centre d' Etudes Nucleaires

    1960-07-01

    Following a discussion on the radioactive method for studying wear in refractory linings (description of the method, advantages and disadvantages, choice of radioactive indicator and detection), the article deals in some detail with the problems of safety involved in this technique. The two most important points discussed are: 1- the need to fix an upper limit of activity in the cast iron: the authors propose a figure of 1 mc of cobalt 60 in 500 tons; 2- the precautions necessary to remedy the diffusion of cobalt 60 in the brickwork (development of special pyro-ceramic sources). After a discussion on the international view point regarding the use of the method, a brief outline of some French projects is given, with particular reference to the case of a blast furnace. A note from the Commission interministerielle des Radioelements is given as an appendix; this deals with special conditions laid down for the use of radioelements in the determination of wear in refractory walls. (author) [French] Apres avoir discute de la methode radioactive pour l'etude de l'usure des revetements refractaires (description de la methode, avantages et inconvenients, choix de l'indicateur radioactif et detection), l'article traite plus particulierement des problemes de securite intervenant dans cette application. Les deux points les plus importants discutes dans ce rapport sont: 1- la necessite de fixer l'activite limite de la fonte et les auteurs proposent ici le chiffre de 1 mc de cobalt 60 dans 500 tonnes de fonte; 2- les remedes a apporter a la diffusion du cobalt 60 dans la maconnerie (realisation de sources speciales en pyrocerame). Apres avoir examine le point de vue international sur l'utilisation de la methode, l'article decrit brievement quelques realisations francaises en etudiant plus particulierement le cas d'un haut-fourneau. En annexe, se trouve une note de la Commission interministerielle des Radio-elements traitant des conditions particulieres d'emploi des radio

  17. Preparation of Impervious Pyrolytic Carbon Coatings and Application to Dispersed Fuels; Preparation de revetements de carbone pyrolytique etanches - applications aux combustibles disperses; Prigotovlenie nepronitsaemogo uglerodnogo piroliticheskogo pokrytiya dlya dispergirovannogo topliva; Preparacion de revestimientos estancos de carbono piroutico: aplicacion a los combustibles nucleares dispersos

    Energy Technology Data Exchange (ETDEWEB)

    Auriol, A.; David, C. [Battelle Memorial Institute, Geneve (Switzerland); Fillatre, A.; Kurka, G.; Le Boulbin, E.; Rappeneau, J. [Commissariat a l' Energie Atomique (France)

    1963-11-15

    A method of depositing pyrolytic carbon, which adheres well to a graphite support and is gas-tight, was developed and the physical properties of the deposit were evaluated. The fluidized bed technique was used in applying this method of coating to fissile granules of uranium oxide and uranium carbide. After explaining the conditions for coating the granules, the authors examined their macrostructure, microstructure and permeability. Their behaviour at high temperature was investigated with a view to using them in a reactor. (author) [French] Une methode de deposition de carbone pyrolydque adherant bien au graphite support et etanche aux gaz a ete mise au point. Les proprietes physiques du depot ont ete evaluees. Cette methode de revetement a ete transposee a des granules fissiles d'oxyde et de carbure d'uranium en utilisant la technique du lit fluidise. Apres avoir precise les conditions de revetement de ces granules, on etudie leur macrostructure, leur microstructure, ainsi que leur permeabilite. Le comportement de ces granules a haute temperature a ete examine en vue de leur utilisation eventuelle dans un reacteur. (author) [Spanish] Los autores han elaborado un metodo para depositar carbono pirolitico que se adhiere fuertemente al soporte de grafito y es estanco a los gases. Han determinado las propiedades de dicho deposito. Este metodo de revestimiento fue aplicado a granulos fisionables de oxido y de carburo de uranio, utilizando la tecnica del lecho fluidificado. Despues de determinar las condiciones en que se efectua el revestimiento de esos granulos, los autores estudiaron su macroestructura y su microestructura, asi como su permeabilidad. Examinaron tambien su comportamiento a temperatura elevada, con miras a utilizarlos oportunamente en los reactores. (author) [Russian] Razrabotan metod osazhdeniya piroliticheskogo ugleroda, khorosho pokryvayushchego grafitovuyu osnovu s polucheniem nepronitsaemogo dlya gazov pokrytiya. Otseneny fizicheskie svojstva

  18. Cultural Resources Survey of Five Mississippi River Revetment Items.

    Science.gov (United States)

    1985-08-01

    children’s shoes. 551.42 Lot No. Fourteen, Notions: pens, needles, thimbles, suspenders, handkerchiefs, trimmings, lace, gloves, tooth -brushes, fans, match...to produce a green opaque glaze. Usually, tin glazed, or tin enameled , earthenwares received hand painted decoration; this class of decoration is a...creamware gives a yellowish appearance, cobalt has the effect of whitening pearlware. Like creamware, pearlware was popular through the 163 a 7

  19. Cultural Resources Assessment of the Faulkner Lake Revetment, East Baton Rouge Parish, Louisiana.

    Science.gov (United States)

    1987-05-06

    Palmer commande-- e vessels above the town (consisting of the U.S.S. Hartford, Albatross, Sachem, Estrella , and Arizona) . With tTeexception of the first...Hudson) 53 Tunica Indians 27 Tuscaloosa Trend 33, 44 80 000 U Union (see Federal) U.S.S. Albatross 47, 49 Arizona 49 Essex 47, 49 Estrella 49 Genessee

  20. Cultural Resources Survey of Palmetto and Coochie Revetments, Mississippi River M-326 to 315

    Science.gov (United States)

    1993-11-11

    1840 - SION G. ROWAN ’WILKINSON S PAUL PANDELLY!COKTESWORTH P. SMm .- - ’WILLIAM STAMPS SCHOOL MOSES UD .P E WILLIAM STAMPS1 SECTION WIL.IA\\ -1830 /AND... Tourism , Baton Rouge. Smith, Steven D., Philip G. Rivet, Kathleen M. Byrd, and Nancy W. Hawkins 1983 Louisiana’s Comprehensive Archaeological Plan. State...of Louisiana, Department of Culture, Recreation and Tourism , Officer of Cultural Development, Division of Archaeology, Baton Rouge. Society of

  1. A-jacks and Aquawrap installations in Utah : scour revetment performance evaluation, final report, December 2009.

    Science.gov (United States)

    2009-12-01

    This is a performance evaluation report for A-Jacks, an articulated concrete block designed to protect bridge elements exposed to the river scouring forces, and for Aquawrap, a glass fiber reinforced polymer designed to protect and strengthen bridge ...

  2. Cultural Resources Survey of Three Mississippi River Levee and Revetment Items, Plaquemines Parish, Louisiana.

    Science.gov (United States)

    1982-03-01

    11L Spemnerlas Onia~ation Namm and Address ’aL Type ... Reor a eled Cafeed Department of the Army New Orleans District, Corps of Engineers final...the colony would provide much needed gold and silver. When this failed to occur, the king franchised the colony in 1717 to a company directed by

  3. Archeological and Historical Studies in the White Castle Gap Revetment, Iberville Parish, Louisiana.

    Science.gov (United States)

    1982-01-01

    outlining 93 its policy toward slavery in Louisiana. Under these laws, the activities and rights of slaves were severely limited. However, many of the laws...4 ~4j CnCD CM 0)m he 0 cm to)1- t a, 0--.i- a, wma 4) C0 e-Z *- e- "-U - Cc U _j M.. ..- = - LLI < .0 -J = -i -16- -10 cm ). w .-j u 4- -- u cj.’ 219

  4. Cultural Resources Survey of Six Revetment and Levee Items Above New Orleans.

    Science.gov (United States)

    1982-01-20

    are presented in Appendix A. Local informants and regional specialists in the fields of history, architecture , and archeology were also consulted as...Revival style of architecture (Desmond 1970). Plantation homes were usually two stories high with wide galleries spanning the second level. These provided...Louisiana named the area St. Charles, which is the ecclesiastical parish name dating from the Spanish period. As late as 1924 sugar cane was the

  5. Cultural Resources Survey of the White Castle Revetment Item, Iberville, Parish, Louisiana.

    Science.gov (United States)

    1987-03-06

    pennsylvania) , nuttall oak (Quercus nutalli) , water oak (Quercus arkansana), elm (Ulmus) , and pecan (Carya illinoensis) may occur at higher elevations...maintained its prominence throughout the twentieth century. Early in the century, increased quantities of rice, corn, fruit, and pecans were produced...earthenwares from Spain and Italy are known generically as "majolica;" those from France are called "faience;" and, those from England or Holland commonly are

  6. Cultural Resources Survey of Three Iberville Parish Levee Enlargement and Revetment Construction Items

    Science.gov (United States)

    1993-09-22

    elm (Ulmus), and pecan (Carya illlnoensis) may occur at higher elevations. Poison ivy (Rhus radicans), Virginia and trumpet creeper (Parthenocissus sp... pecans were produced In the parish. Cotton, grown during the early 1900s, had all but disappeared by 1940. Soybeans, initially planted with corn to...Holland and England are known as de Equivalents in Italy , Iberia, and Mexico are called muioica. Tin glazed earthenware has a soft porous paste

  7. A Cultural Resources Survey of Arlington Revetment and LSU Berm Levee Improvement Item, East Baton Rouge Parish Louisiana

    Science.gov (United States)

    1993-07-01

    Light gm Slas 14 14 Lis Smm pmlew aumk Simm Milk glass 1 Modern brown glass I Olive glass _ Tin cm key 11 Shotg cartridge 1 Slate 1 Mortar 1 1 Piece of...Parish, Louisiana. Anthropological Report No. 1. Archaeological Survey and Antiquities Commission, Department of Culture, Recreation and Tourism , Baton

  8. Cultural Resources Survey at Vacherie Revetment (M-150.3 to 150.0-R), St. James Parish, Louisiana

    Science.gov (United States)

    1990-01-01

    vegetation. Rice, corn, several kinds of beans, melon (in season), pumpkin , salted pork and beef make up their principal diet. Their customs can be...Every plantation seems to have its flock of sheep, and in many instances this stock is nearly pure South-down breed. The cattle, too, are fine stock

  9. Cultural Resources Survey of Greenwood Bend and Iowa Point Revetment, Mississippi River M-293.1 to 280-L

    Science.gov (United States)

    1993-10-01

    Clinton, in East Feliciana Parish. The Confederate Army recognized the importance of controlling this area, and constructed a bastion at Port Hudson in...past 20 years. This was especially true near where a small wooden bridge crossed the bayou. It would appear that Bayou Como served as a trash dump...Louisiana. Translated by Joseph G. Treagle. Louisiana American Revolution Bicentennial Commission, LSU Press, Baton Rouge, La. Originally published in 1774

  10. Numerical Analysis of Consolidation Settlement and Creep Deformation of Artificial Island Revetment Structure in a Large-Scale Marine Reclamation Land Project

    Directory of Open Access Journals (Sweden)

    Jie Zhao

    2015-09-01

    Full Text Available In order to analyze the influential factors of soft foundation settlement in a marine reclamation land project, the consolidation settlement and pore pressure dissipation of the entire area are numerically simulated using Soft-Soil- Creep Model, in which the PLAXIS finite element software for professional geotechnical engineering is applied and empirical data of Japanese Kansai’s airport project are used. Moreover, the figures of settlement and pore pressure results in the different basic period are drawn, and the corresponding analysis conclusions are ob-tained based on the comparison among the results from the computational parameters of depth. In addition,, the influence rules of various parameters on settlement results is concluded through running the parameter sensitivity analysis in Soft-Soil-Creep Model, and the experience and conclusions can be for reference in the design and con-struction of similar large-scale marine reclamation land project. Also the empirical value method of the creep index has not been applied widely. Further research needs to be done.

  11. Archeological and Palynological Analysis of Specimens and Materials Recovered in Two Historic Period Privies and a Well in Saint Alice Revetment, Saint James Parish, Louisiana.

    Science.gov (United States)

    1982-01-01

    remains. The lowermost of these samples (#49) contained no economic re- mains but #47 and #48 each contained a squash or pumpkin seed (Cucurbita). The...and grape seeds in Zone K and the presence of watermelon seeds, and squash (or pumpkin ) seeds, and a trace of corn pollen in Zone J also support these...about 20. For absolute ach- romatic colors, ( pure grays, white and black), which have zero chroma and no hue, the letter N (neutral) takes the place

  12. Electrical infrared in the baking of paints and the drying of coatings; L`infrarouge electrique dans la cuisson des peintures et le sechage des revetements

    Energy Technology Data Exchange (ETDEWEB)

    NONE

    1998-12-31

    This conference day was organized by the `industrial electro-thermal engineering` section of the French association of thermal engineers. This book of proceedings contains 11 papers entitled: `recalls about infrared emitters and furnaces technology`; `experimental study of transfer phenomena and of the thermophysical properties of paints during baking under infrared radiation`; `synthetic report of a theoretical and experimental study about drying and reticulation under infrared radiation of a aqueous-based epoxy-amine-type paint on metal support`; `short IR baking as viewed by the paint manufacturer`; `influence of texture and impurities on the radiative properties of materials`; `contribution of modeling to the dimensioning of IR furnaces`; `IR baking of paints`; `experimental studies and testing means of EdF`; `presentation of ABB Capponi Alesina company`; `presentation report of the Infrarouge System company`; `the choice of heat transfer technologies`. (J.S.)

  13. Cultural Resources Survey and Archeological Inventory of the Proposed Carrollton Revetment Project, Orleans Parish, Louisiana, Phase 1. Volume 1 of 2

    Science.gov (United States)

    2004-11-01

    The proposed project area has a humid sub- kin ash (Fraxinus profunda ), green ash (Frax- tropical climate with prevailing southerly winds. inus...leans on June 27, 1967, is 39’ (1020 F) (Magill Salix nigra Black willow 1990:6; Trahan 1989; Peters and Beall 2002). Fraxinus profunda Pumpkin ash...In addition, the Internet radio show "New bait blue glass jar embossed "BROM... /EM...," Orleans Nostalgia" references radio advertise- refers to a

  14. Surfaces: processing, coating, decontamination, pollution, etc. Surface mastering to prevent component corrosion; Surfaces: traitement, revetements, decontamination, pollution, etc. Maitrise de la surface pour prevenir la corrosion des composants

    Energy Technology Data Exchange (ETDEWEB)

    Foucault, M. [Departement Corrosion Chimie, AREVA Centre Technique, BP 181, 71205 Le Creusot (France)

    2012-07-01

    In the primary and secondary circuits of nuclear Pressurized Water Reactors, AREVA uses several nickel-based alloys or austenitic stainless steels for the manufacture of safety components. The experience feedback of the last twenty years allows us to point out the major role hold by the component surface state in their life duration. In this paper, we present four examples of problem encountered and solved by a surface study and the definition and implementation of processes for the surface control of the repaired components. Then, we propose some ideas about the present needs in term of analysis means to improve the surface knowledge and control of the manufactured components. (author)

  15. Polymers coatings of fluid pipelines: characterization and evolution of the adhesion in aggressive medium; Revetements polymeres de canalisation de fluide: caracterisation et evolution de l'adhesion en milieu agressif

    Energy Technology Data Exchange (ETDEWEB)

    Coeuille, F.

    2002-07-15

    This study deals with the adhesion and the ageing of an external three-layer polyethylene coating applied to buried steel pipelines. In order to avoid corrosion of the pipe external surface, 'Gaz De France' utilizes two complementary methods of protection: The first is passive protection achieved by the use of an organic coating that acts as a barrier between pipe and the surrounding environment. This is supplemented by an electrochemical method known as 'Cathodic Protection' (CP), which prevents corrosion of the metal surface where it is exposed to the environment at holidays and other defects in the barrier coating. The coating comprises three polymers, successively applied on the surface of the pipe in the following sequence: 1. A thin layer of Epoxy (Ep) is directly sprayed on the prepared metal surface. 2. An adhesive layer called Ethylene Butyl Acrylate (EBA) is extruded on this first layer of Epoxy. 3. A thick topcoat of Polyethylene (HDPE) is extruded on the EBA. Excellent adhesion of the coating to the metal substrate is critical if the coating is to act as a long-term barrier to corrosion. Our study used a 'peel test' to characterise and quantify adhesion. This test was considered the most suitable considering the geometry and composition of our samples. The study of samples without 'surface failure' showed that the adhesion of this coating is directly dependent on the quality of the manufacturing process. A pipeline's service lifetime can be very long (up to 50 years). Therefore we have used harsh experimental conditions to accelerate ageing on samples. Samples without 'surface failure', and samples with 'surface failure' were tested to make an ageing comparison. Only samples with 'surface failure' suffered premature ageing. The results showed the weakness of Epoxy compared to the other external layers (EBA and HDPE), that are much less permeable to water. Specific water diffusion in polymers allowed us to create a predictive lifetime model, used to estimate first an interfacial coefficient of diffusion, then a delamination time, which depends on ageing parameters. Cathodic protection tests in saline media (NaCl 1 g/l) showed that temperature above 35 C prevailed on these effects of delamination. In return, at lower temperature, this effect seems to be weakest before the effect of the PC. (author)

  16. Etude de l'effet du vieillissement sur les proprietes d'un tissu en melange KevlarRTM-PBI utilise dans le revetement exterieur des habits de protection contre le feu

    Science.gov (United States)

    Arrieta, Carlos

    The aim of this work is to study and model the effect of three aging factors, temperature, humidity and light radiation, on the properties of a fabric made of a blend of KevlarRTM and PBI fibers frequently used to manufacture fire-protective garments. Accelarated-aging treatments carried out at carefully chosen conditions for the three factors resulted in a sizeable loss of mechanical performance. The breaking force of both the fabric and the yarns extracted from it decreases to less than 50% after one month of continuous exposure. X-ray diffraction (XRD) tests performed on thermally-aged samples indicated an increase of the crystallinity of the fabric, whereas the disappearance of Raman spectral lines suggested instead a reduction of the crystallinity following thermal aging. To explain these seemingly contradictory results, a hypothesis was introduced, stating that two different processes occurred simultaneously during thermal aging. The first one, an increase of size of the crystallites in the direction of the fibers' axis, accounted for the increase in crystallinity observed in XRD tests. The second one, an increase in the gap separating lamellar crystallites that causes a non-measurable reduction of the crystallinity of the sample, was highlighted by the Raman analyses. The results of the dielectric spectroscopy analyses carried out on thermally-aged samples confirmed the XRD results showing a significant change in the Kevlar's morphology during thermal aging. Despite the important decrease of the breaking force that ensued thermal aging, no evidence of a chemical structure modification of KevlarRTM was found. On the other hand, differential thermal analyses conducted on thermally aged fabric samples indicated a reduction of the glass transition temperature of the other component of the blend, namely the PBI, a fact that suggests a decrease of molecular weight after thermal aging. Infrared spectroscopy analyses performed on samples exposed to high humidity levels showed the development of a new absorbing band in the spectrum of aged KevlarRTM yarns. This band was ascribed to the formation of carboxylic acid groups. Based on these results, the humidity aging mechanism was inferred. This mechanism corresponds to the hydrolysis of the amide bond of KevlarRTM catalyzed by an acid. The progress of the hydrolysis reaction was modeled mathematically using the evolution of the concentration of carboxylic acid groups. The mechanism of light radiation aging was also determined from infrared spectroscopy analyses as the absorbing band attributed to the carboxylic acid groups was once again observed. In the case of light radiation, the degradation mechanism corresponds to a photo-oxidation reaction initiated by the photolysis of the amide bond of KevlarRTM. The accumulation of Photo-Fries products on the surface of yarns is believed to slow down of the oxidation reaction, as indicated by the overlapping of breaking force vs. aging time curves for the light-radiation aged samples. Expressions based on the Arrhenius law were used to characterize both the thermal and hydrolytic aging, whereas an expression taking into account the irradiance as well as the temperature was used to model the light radiation aging. The global damage produced by the joint action of the three aging factors was modeled after Palmgren-Miner's linear cumulative damage theory.

  17. Security problems arising from the use of radioactive sources in the study of the wear in refractory linings; Les problemes de securite dans l'emploi de sources radioactives pour l'etude de l'usure de revetements refractaires

    Energy Technology Data Exchange (ETDEWEB)

    Courtois, G; Hours, R; Le Clerc, P; Pons, A [Commissariat a l' Energie Atomique, Saclay (France).Centre d' Etudes Nucleaires

    1960-07-01

    The determination of the wear in refractories is a problem to which these are at present only a few solutions, and these limited or delicate to use. That is the reason why the use of radioactive tracers contained in the refractory has met with rapid success. Unfortunately, the development of the method has been retarded by the need to limit severely the amounts of radioelement incorporated and also by the observation that diffusion of the radioactive product occurred in the refractory. As a result, the limiting amount of 1 mc/500 metric tons of cast-iron has been adopted in France, with the proviso that no single source exceeds 3 mc. Further, we have made special sources with a view to avoiding diffusion phenomena. The essential feature of these sources is that they use pyro-ceramic a non porous material having a high melting point and being, very inert chemically. In these sources, the radioelement can either be entirely encased in the pyro-ceramic or be an integral part of its composition. A comparative study of the two types of sources is actually under way. (author) [French] La determination de l'usure des refractaires est un probleme dont les solutions sont jusqu'a maintenant peu nombreuses, limitees ou delicates d'emploi. C'est pour cela que l'utilisation de traceurs radioactifs noyes dans le refractaire a connu un vif succes. Malheureusement, le developpement de la methode a ete freine par la necessite de limiter severement la teneur des radioelements incorpores aux produits metallurgiques et egalement par des constatations de diffusion dans le refractaire du produit radioactif. Par suite, la teneur limite de 1 mc/500 tonnes de fonte est maintenant adoptee en France, sans qu'une source individuelle puisse depasser 3 mc. De plus, nous avons realise des sources particulierement etudiees en vue d'eviter des phenomenes de diffusion. Le caractere essentiel de cette realisation est l'utilisation de pyrocerame, materiau non poreux, a haut point de fusion et de grande inertie chimique. Dans ces sources, le radioelement peut etre soit enrobe de toute part par le pyrocerame, soit faire partie integrante de sa composition. Une etude comparative des deux types de sources est actuellement en cours. (auteur)

  18. Experimental study of anti-icing coatings' use on wind turbine blades; Etudes experimentale de l'utilisation de revetements a caractere glaciophobe sur les pales d'eolienne

    Energy Technology Data Exchange (ETDEWEB)

    Adomou, M.; Fortin, G.; Perron, J. [Quebec Univ., Chicoutimi, PQ (Canada). Anti-Icing Materials International Laboratory

    2010-07-01

    Ice accumulation on wind turbine blades can result in energy production losses, mechanical overloads, and ice shedding. The de-icing systems which are currently used are energy intensive. This poster reported on a study that investigated the use of ice-phobic coatings as a means of protecting wind turbines during cold weather. The study examined the behaviour of various coatings on wind turbine blades under icing conditions and investigated the feasibility of reducing the surface temperature of heated blades with the addition of ice-phobic or hydrophobic coatings. The performance of the thermal systems combined with the coatings was also investigated. The coatings included a polyurethane plastic film; a silicone-epoxy composite; a fluorinated resin; and a fluoroethane compound. The coatings were applied to a NACA airfoil placed in an icing wind tunnel. Various ice accumulation regimes, wind speeds, and temperatures were studied. The coatings proved to be effective against run-back effects during anti-icing operations, and may increase production. tabs., figs.

  19. Tribological study of hard coatings without cobalt intended to isolation components of PWR primary cooling system; Etude tribologique de revetements durs sans cobalt destines aux organes d`isolement du circuit primaire des REP

    Energy Technology Data Exchange (ETDEWEB)

    Cachon, L.

    1995-10-18

    The objective is to qualify coatings without cobalt to replace ``Stellites`` coatings in isolation valves of PWR primary cooling system, as Co is activated when passing in the reactor core and contaminated the cooling loop. Three families of coatings were tested: PVD thin films from 1 to 8 {mu}m monolayers of Cr/C{sub x} with x varying between 1.6 and 9.5 at% or multilayers of pure chromium and Cr/C{sub 1.6} at%, coatings with a thickness between 100 and 200 {mu}m of cermets NiCr{sub y} (y varying from 5 to 35 at%) matrix binding chromium or tungsten carbides, and thick coatings 2 mm thickness of cermets Nitronic 60 or Inconel 625 matrix binding 10, 20 or 30% titanium or niobium carbides. Stellite 6 (2 mm) is the reference coating for tribology. Coatings were qualified and selected by thermal shocks, corrosion and plane friction. The thin film and the thick families were disqualified by their destruction or by their high friction coefficient. Then coatings between 100 and 200 {mu}m were used in a valve mock-up working in PWR primary cooling system pressure and temperature conditions. Tests show that these coatings have better wear or tightness performances than stellite 6, except for a slightly higher friction coefficient. (A.B.).

  20. 75 FR 6364 - Process for Requesting a Variance From Vegetation Standards for Levees and Floodwalls

    Science.gov (United States)

    2010-02-09

    ..., channels, or shore- line or river-bank protection systems such as revetments, sand dunes, and barrier...) toe (subject to preexisting right-of-way). f. The vegetation variance process is not a mechanism to...

  1. Streambank Protection Guidelines for Landowners and Local Governments,

    Science.gov (United States)

    1983-10-01

    building blocks , slag , and quarry waste. UNCHE SON / / Large flat slabs should be broken up into /smaller pieces. Garbage, vegetation, scrap lumber...concrete blocks , and house brick. but will not provide any long-term protection. Preabrfirated commercial gabion basket. Completed gabion revetment made...prevent pressure buildup that could cause revetment failure. BLOCKS . Precast cellular blocks can be *,-’e : Typi.tal sa.d- e, .t bag r ’etment

  2. Hawaii Regional Sediment Management Needs Assessment

    Science.gov (United States)

    2014-07-01

    The revet- ment has a crest elevation of +12 ft, 1–4 ton armor stone (two layers thick), ERDC/CHL TR-14-4 8 revetment toe (three stones wide...with calcareous pocket beaches and fringing reef. The Mahaulepu sub-region contains lithified sand dunes ...extensive sand dune system.1 The Polihale, Majors Bay, Oomano, and Kikiaola Shallow Draft Harbor sub- regions comprise the West Kauai region (Figure 7

  3. Cobalt, titanium or cerium oxide protective coatings for the nickel cathode of the molten carbonate fuel cells; Revetements protecteurs a base d'oxyde de cobalt, de titane ou de cerium pour la cathode de nickel des piles a combustible a carbonates fondus

    Energy Technology Data Exchange (ETDEWEB)

    Mendoza Blanco, L.

    2003-10-15

    The aim of this work is to combine the MCFC cathode Li{sub x}Ni{sub 1-x}O properties to those of the protective coatings of LiCoO{sub 2}, Li{sub 2}TiO{sub 3} or of CeO{sub 2}, less soluble in the molten carbonates. In the cases of LiCoO{sub 2}, have been carried out by controlled potential coulometry in aqueous solution, a deposition of Co{sub 3}O{sub 4} on dense Ni. The cobalt oxide reacts rapidly in the Li{sub 2}CO{sub 3}-Na{sub 2}CO{sub 3} medium at 650 C to give LiCoO{sub 2}, a spinel cubic phase revealed by Raman spectroscopy. (O.M.)

  4. Development of novel protective high temperature coatings on heat exchanger steels and their corrosion resistance in simulated coal firing environment; Developpement de revetements pour les aciers d'echangeurs thermiques et amelioration de leur resistance a la corrosion en environnement simulant les fumees de combustion et de charbon

    Energy Technology Data Exchange (ETDEWEB)

    Rohr, V.

    2005-10-15

    Improving the efficiencies of thermal power plants requires an increase of the operating temperatures and thus of the corrosion resistance of heat exchanger materials. Therefore, the present study aimed at developing protective coatings using the pack cementation process. Two types of heat exchanger steels were investigated: a 17% Cr-13% Ni austenitic steel and three ferritic-martensitic steels with 9 (P91 and P92) and 12% Cr (HCM12A). The austenitic steel was successfully aluminized at 950 C. For the ferritic-martensitic steels, the pack cementation temperature was decreased down to 650 C, in order to maintain their initial microstructure. Two types of aluminides, made of Fe{sub 2}Al{sub 5} and FeAl, were developed. A mechanism of the coating formation at low temperature is proposed. Furthermore, combining the pack cementation with the conventional heat treatment of P91 allowed to take benefit of higher temperatures for the deposition of a two-step Cr+Al coating. The corrosion resistance of coated and uncoated steels is compared in simulated coal firing environment for durations up to 2000 h between 650 and 700 C. It is shown that the coatings offer a significant corrosion protection and, thus, an increase of the component lifetime. Finally, the performance of coated 9-12% Cr steels is no longer limited by corrosion but by interdiffusion between the coating and the substrate. (author)

  5. Outline of preparation construction of Shimane Nuclear Power Station No.3

    International Nuclear Information System (INIS)

    Oda, Yasuhiro; Sasaki, Yutaka; Matsukage, Shigeo; Kawahara, Kazufumi

    2004-01-01

    The preparation construction of Shimane Nuclear Power Station No.3 (No.3) started on 15th March in 2004. The main preparation construction consist of the site preparation, revetment works, breakwater works, production of blocks, flood-way and outlet works. The outline of the project is described by the time schedule of work, the cross section of site preparation, site, the revetment method used, the cross section of representative breakwater, structure style and improvement works of flood-way and outlet and content of each works. (S.Y.)

  6. A Summary of Best Management Practices for Nonpoint Source Pollution

    Science.gov (United States)

    1992-08-01

    and concrete block material, and structures and systems for soil stabilization including erosion checks, revetments , retaining structures, and...industrial storage areas, and coal/ slag piles. Rural NPS pollution includes runoff from Some of the above sources plus runoff from agriculture...water quality. The effectiveness of detention ponds is reduced, however, when maintenance is neglected. Common problems include blocked outlets

  7. Erfaringer fra nedrivning af boligblok i Rødbyhavn

    DEFF Research Database (Denmark)

    Eriksen, Søren Skibstrup; Hansen, Klaus; Krogh, Hanne

    Denne meddelelse indeholder en beskrivelse af nedrivningen af et betonelementbyggeri. Der er foretaget en registrering af energiforbrug i forbindelse med nedrivningen og bortskaffelsen samt en registrering af de miljøbelastende stoffer i bygningsaffaldet. Inden bebyggelsen blev revet ned, blev de...

  8. Soil Retaining Structures : Development of models for structural analysis

    NARCIS (Netherlands)

    Bakker, K.J.

    2000-01-01

    The topic of this thesis is the development of models for the structural analysis of soil retaining structures. The soil retaining structures being looked at are; block revetments, flexible retaining walls and bored tunnels in soft soil. Within this context typical structural behavior of these

  9. THE SOUNDING WATERS

    DEFF Research Database (Denmark)

    Isar, Nicoletta

    2018-01-01

    Church as harmonious moving waters. This vision is shared both by the Eastern and the Western world. With its renewed marble revetments, Aquasgrani still conveys the appearance of the Ambrosian vision of the primordial waters. The church is constructed according to propria dispositione, this is...

  10. Upgrade of Coastal Defence Structures Against Increased Loadings Caused by Climate Change

    DEFF Research Database (Denmark)

    Burcharth, Hans F.; Andersen, Thomas Lykke; Lara, Javier L.

    2014-01-01

    The paper presents a design exercise of upgrading a typical rock armoured revetment by modifying the structure profile and adding structure elements. Several concepts of upgrading are examined. A sea level rise corresponding to the mean of the IPCC 2007 predictions is used together with a slight ...

  11. 77 FR 9637 - Process for Requesting a Variance From Vegetation Standards for Levees and Floodwalls; Additional...

    Science.gov (United States)

    2012-02-17

    ... revetments, sand dunes, and barrier islands. b. New federally authorized cost-shared levee projects shall be..., the landside slope, and within 15 feet of the landside toe (subject to preexisting real estate... appropriate depth but not less than 20 feet below the levee toe. The determination and documentation of site...

  12. Special Area Management Plan (SAMP) Upper Yellowstone River, Montana: Environmental Assessment, FONSI, and Selected Alternative

    Science.gov (United States)

    2011-04-01

    slopes must be flatter than the angle of repose for the selected revetment material. For example, rock riprap normally needs to be placed on a slope...plan that responds effectively to physical, social , and legal changes. The need for future modifications to the SAMP will be evaluated periodically

  13. 77 FR 59970 - Notice of November 14, 2012, Meeting for Cape Cod National Seashore Advisory Commission

    Science.gov (United States)

    2012-10-01

    ... change Herring Cove Beach/revetment Climate Friendly Parks 6. Old Business National Seashore Law Enforcement Policies 7. New Business 8. Date and agenda for next meeting 9. Public comment and 10. Adjournment... Meeting of the Cape Cod National Seashore Advisory Commission. DATES: The public meeting of the Cape Cod...

  14. A New Hydrogeological Research Site in the Willamette River Floodplain

    Science.gov (United States)

    The Willamette River is a ninth-order tributary of the Columbia which passes through a productive and populous region in northwest Oregon. Where unconstrained by shoreline revetments, the floodplain of this river is a high-energy, dynamic system which supports a variety of ripari...

  15. 78 FR 14588 - Notice of March 25, 2013, Meeting for Cape Cod National Seashore Advisory Commission

    Science.gov (United States)

    2013-03-06

    ... River Wetland Restoration Wind Turbines/Cell Towers Shorebird Management Planning Highlands Center.../revetment Climate Friendly Parks 6. Old Business 7. New Business Commercial Private Properties--Certificate... to consult with the Secretary of the Interior, or his designee, with respect to matters relating to...

  16. Response of roseate tern to a shoreline protection project on Falkner Island, Connecticut

    Science.gov (United States)

    Rogers, C.J.; Spendelow, J.A.; Guilfoyle, Michael P.; Fischer, Richard A.; Pashley, David N.; Lott, Casey A.

    2007-01-01

    Construction was initiated following the 2000 tern breeding season for Phase 1 of a planned two-phase ?Shoreline Protection and Erosion Control Project? at the Falkner Island Unit of the USFWS Stewart B. McKinney National Wildlife Refuge located in Long Island Sound off the coast of Guilford, CT. When the Common Tern (Sterna hirundo) and federally endangered Roseate Tern (S. dougallii) arrived in spring 2001, they encountered several major habitat changes from what had existed in previous years. These changes included: a rock revetment covering most of the former nesting habitat on the beach from the northwestern section around the northern tip and covering about 60% of the eastern side; an elevated 60- ? 4-m shelf covering the beach and lower bank of the southwestern section; and about 2,000 sq m of devegetated areas on top of the island on the northeast side above the revetment, and about one-third of the southern half of the island. The southwest shelf was created by bulldozing and compacting extra construction fill and in situ materials. This shelf differed in internal structure from the main revetment on the north and eastern sections of the island because it lacked the deep internal crevices of the revetment. The deep internal crevices were created from the large stones and boulders (up to 2 tons) used in the construction of the main revetment. Small rock and gravel was used to fill the crevices to within 3 feet (0.9 m) of the surface of the revetment. Because half-buried tires and nest boxes for the six Roseate Tern (Sterna dougallii) sub-colony areas were deployed in similar patterns on the remaining beach, and nest boxes were placed on the newly elevated shelf areas several meters above previous locations on the now-covered beach areas, the distribution of Roseate Tern nests did not change much from 2000 to 2001. However, the movements of Roseate Tern chicks ? in many cases led by their parents towards traditional hiding places ? into the labyrinth of

  17. Study of the adherence between polymer-modified mortars and porcelain stoneware tiles

    Directory of Open Access Journals (Sweden)

    Alessandra Etuko Feuzicana de Souza Almeida

    2005-09-01

    Full Text Available Despite the excellent characteristics of porcelain tiles, their application on building facades requires special attention, since this material differs from conventional ceramics and because facades are exposed to weathering that can damage ceramic revetments. The combination of polymer and silica fume to produce mortars results in excellent properties, which are ideal for repairs and revetments requiring high performance. Such improvements justify its study for the installation of porcelain tiles. This article presents bond strength results for mortars containing different amounts of polymer and silica indicating the applicability of these mortars as a construction material. To complement this study, the interface between the porcelain and the mortars was analyzed by scanning electron microscopy (SEM.

  18. Rock Testing Handbook (Test Standards 1993)

    Science.gov (United States)

    1993-01-01

    relatively inert granular angle of shear resistance-see angle of internal friction. mineral material, such as sand, gravel, slag , crushed stone, angle of...by bleeding. another species, blocking -wood blocks placed between the excavated sur- batch-in growing, quantity of grout mixed at one time. face of a...layer of revetment . lowering electrodes into the hole and measuring any of the failure (in rocks)-cxceeding the maximum strength of the. various

  19. Concrete Durability: A Multibillion-Dollar Opportunity

    Science.gov (United States)

    1987-01-01

    Superplasticizers 19. ABSTRACT (Coninue an mwsre if mceonay uW-6dentify by block number) Concrete industry practices today fail to take advantage of the many...concrete are very much reduced by incorporating silica fume or slag in appropriately large proportions and are also somewhat reduced by fly ash and...some cases to internal "self-desiccation* by hydration. Most of the pore spaces will refill readily when the concrete is revetted , because of the partial

  20. Centurial Changes in the Depth Conditions of a Regulated River: Case Study of the Lower Tisza River, Hungary

    OpenAIRE

    Amissah Gabriel Jonathan; Kiss Timea; Fiala Károly

    2017-01-01

    The Tisza River is the largest tributary of the Danube in Central Europe, and has been subjected to various human interventions including cutoffs to increase the slope, construction of levees to restrict the floodplain, and construction of groynes and revetments to stabilize the channel. These interventions have altered the natural morphological evolution of the river. The aim of the study is to assess the impacts of these engineering works, employing hydrological surveys of 36 cross sections...

  1. Archeological Data Recovery at Site 16SJB29, Near Willow Bend, St. John The Baptist Parish, Louisiana with a Discussion of Regional Archeological Expectations and Priorities Along the Mississippi River

    Science.gov (United States)

    1989-04-01

    later Mendez who purchased the Solis plantation, grew the cane and produced the tafia to distill rum. It was Mendez’s sugar maker, chemist Antoine Morin...Baton Rouge. Goodwin, R. Christopher, Paul C. Armstrong, Eric C. Poplin, David Moore, and Carol J. Poplin 1987 New Orleans Looking Forward to Its Past...Jill-Karen Yakubik, Herschel A. Franks, and Carol J. Poplin 1987 Cultural Resources Surev of the White Castle Revetment Item, lberville Parish, Louisiana

  2. Saugus River and Tributaries, Lynn Malden, Revere and Saugus, Massachusetts. Flood Damage Reduction. Volume 1. Appendix A. Plan Formulation

    Science.gov (United States)

    1989-06-01

    along the Revere beach seawall and beadh alang roads and railroad anments. Table 2 shows the type of shorefront features, top elevations and top of...durin constructicn. The General Electric pipeline wc id require m modification since it is alcr the dike alignment. Impacts alang both riverbanks to...Pines neighborhood along project features would include: (a) Site restoration behind the revetments alang Rice Ave. with granite crbs, grass aid

  3. Performance Evaluation and Field Application of Porous Vegetation Concrete Made with By-Product Materials for Ecological Restoration Projects

    Directory of Open Access Journals (Sweden)

    Hwang-Hee Kim

    2016-03-01

    Full Text Available The purpose of this study was to evaluate the performance of porous vegetation concrete block made from blast furnace slag cement containing industrial by-products such as blast furnace slag aggregate and powder. The blocks were tested for void ratio, compressive strength and freeze-thaw resistance to determine the optimal mixing ratio for the porous vegetation block. An economic analysis of the mixing ratio showed that the economic efficiency increased when blast furnace slag aggregate and cement were used. Porous vegetation concrete blocks for river applications were designed and produced. Hydraulic safety, heavy metal elution and vegetation tests were completed after the blocks were applied in the field. The measured tractive force ranged between 7.0 kg/m2 for fascine revetment (vegetation revetment and 16.0 kg/m2 for stone pitching (hard revetment, which ensured sufficient hydraulic stability in the field. Plant growth was measured after the porous vegetation concrete block was placed in the field. Seeds began to sprout one week after seeding; after six weeks, the plant length exceeded 300 mm. The average coverage ratio reached as high as 90% after six weeks of vegetation. These results clearly indicated that the porous vegetation concrete block was suitable for environmental restoration projects.

  4. Mitigation and enhancement techniques for the Upper Mississippi River system and other large river systems

    Science.gov (United States)

    Schnick, Rosalie A.; Morton, John M.; Mochalski, Jeffrey C.; Beall, Jonathan T.

    1982-01-01

    Extensive information is provided on techniques that can reduce or eliminate the negative impact of man's activities (particularly those related to navigation) on large river systems, with special reference to the Upper Mississippi River. These techniques should help resource managers who are concerned with such river systems to establish sound environmental programs. Discussion of each technique or group of techniques include (1) situation to be mitigated or enhanced; (2) description of technique; (3) impacts on the environment; (4) costs; and (5) evaluation for use on the Upper Mississippi River Systems. The techniques are divided into four primary categories: Bank Stabilization Techniques, Dredging and Disposal of Dredged Material, Fishery Management Techniques, and Wildlife Management Techniques. Because techniques have been grouped by function, rather than by structure, some structures are discussed in several contexts. For example, gabions are discussed for use in revetments, river training structures, and breakwaters. The measures covered under Bank Stabilization Techniques include the use of riprap revetments, other revetments, bulkheads, river training structures, breakwater structures, chemical soil stabilizers, erosion-control mattings, and filter fabrics; the planting of vegetation; the creation of islands; the creation of berms or enrichment of beaches; and the control of water level and boat traffic. The discussions of Dredging and the Disposal of Dredged Material consider dredges, dredging methods, and disposal of dredged material. The following subjects are considered under Fishery Management Techniques: fish attractors; spawning structures; nursery ponds, coves, and marshes; fish screens and barriers; fish passage; water control structures; management of water levels and flows; wing dam modification; side channel modification; aeration techniques; control of nuisance aquatic plants; and manipulated of fish populations. Wildlife Management

  5. Cultural Resources Survey of Four Construction Items Below New Orleans

    Science.gov (United States)

    1994-01-01

    metal 2 2 Brick fragment 11 11 Asbestos tile 3 3 Slag 18 18 Coal 11 11 Gravel 1 1 Plastic 1 1 Styrofoam 1 1 Rangla 1 9 10 173 Twelve Mile Revetment ...supervision of Malcolm K. Shuman, Principal Investigator 17. COSATI CODES I. SUBJECT TERMS (Continu, on revere If uwcesry and identif by block num"ber...aboriginal contact, (cont.] 19. ABSTRACT (Cntinue on rve if necemiy and Identfy by block -ember) This report presents the results of field, archival, and

  6. Hot Corrosion of Cobalt-Base Alloys

    Science.gov (United States)

    1975-06-01

    Alloys 20. ABSTRACT (Continue on revet -se tside lf necessary and identify by block number) ~ lThe sodium sulfate-induced hot corrosion of cobalt and...Figures 12 and 13. The Na2 SO 4 was observed to form puddles on the oxide-covered specimen surface. An oxide slag was usually suspended in the... slag (black arrows) were suspended (30 sees at 1000°C in air). b) After washing the Na2SO 4 from the specimen, the exposed oxide surface was highly

  7. Flood Disaster Mitigation as Revealed by Cawang-Manggarai River Improvement of Ciliwung River

    Directory of Open Access Journals (Sweden)

    Airlangga Mardjono

    2015-06-01

    The final result of this simulation shows that Scenario 3 gives the lowest water surface elevation profile. Scenario 3 is subjected to river normalization, revetment works along the river, and also flood control structure improvement through the additional sluice gate on Manggarai Barrage. This scenario results 167 cm, 163 cm, 172 cm, 179 cm, 167 cm and 171 cm or 17,60%, 17,16%, 18,09%, 18,76%, 17,38% and 17,72% of maximum water level reduction respectively over cross section number S 20 to S 25, for several simulations with 100 year of design discharge. Keywords: Simulation, river improvement, flood water surface elevation.

  8. An appraisal of river erosion mitigation in the Niger Delta

    International Nuclear Information System (INIS)

    Aban, T. K. S.; Omuso, W. O.

    1999-01-01

    River erosion processes in the Niger Delta and the effectiveness of locally applied remedial measures is appraised, using information on channel geometry, flow velocity distribution, soil type, stratification, bank height and steepness, state of compaction, together with pool level variation in river channels. High flow velocity and bank height were identified as the major erosion causative factors. Local responses towards erosion mitigation have involved structural methods to varying degree of success. River training has been recommended as a long - term regional approach to mitigate river bank erosion. However, in the short -term revetments, concrete and sheets piles may be applied cautiously

  9. Evaluating Environment, Erosion and Sedimentation Aspects in Coastal Area to Determine Priority Handling (A Case Study in Jepara Regency, northern Central Java, Indonesia)

    Science.gov (United States)

    Wahyudi, S. I.; Adi, H. P.

    2018-04-01

    Many areas of the northern coastal in Central Java, Indonesia, have been suffering from damage. One of the areas is Jepara, which has been experiencing this kind of damage for 7.6 kilometres from total 72 kilometres long beach. All damages are mostly caused by coastal erosion, sedimentation, environment and tidal flooding. Several efforts have been done, such as replanting mangroves, building revetment and groins, but it still could not mitigated the coastal damage. The purposes of this study are to map the coastal damages, to analyze handling priority and to determine coastal protection model. The method used are by identifying and plotting the coastal damage on the map, assessing score of each variable, and determining the handling priority and suitable coastal protection model. There are five levels of coastal damage used in this study, namely as light damage, medium, heavy, very heavy, and extremely heavy. Based on the priority assessment of coastal damage, it needs to be followed up by designing in detail and implementing through soft structure for example mangrove, sand nourishes and hard structure, such as breakwater, groins and revetment.

  10. Site preparation works for No.3 plant in Ikata Nuclear Power Station, Shikoku Electric Power Co., Inc

    International Nuclear Information System (INIS)

    Ishihara, Hisashi; Nakajima, Hiroshi; Oshima, Teruhiko

    1986-01-01

    Ikata Power Station is only nuclear power station in Shikoku located at the root of Sadamisaki Peninsula. No.1 plant started the operation in September, 1977, and No.2 plant started the operation in March, 1982. By constructing No.3 plant of 890 MWe output, the total power output will be 2.022 million kW. No.3 plant is installed adjacently to No.1 and No.2 plants on their east side. In this place, the existing facilities of the harbor and others can be effectively utilized, the nature of ground is solid, and the fundamental condition of location is perfect, it is easy to obtain the cooperation of local people as No.1 and No.2 plants have been in operation, and it is advantageous in view of the construction period for the power supply plan. The site preparation works have progressed smoothly since the start in June, 1985. About 100,000 m 2 of the site is created by cutting natural ground, and about 54,000 m 2 is created by sea reclamation. About 5 million m 3 of earth and stone generated by cutting and excavation are utilized for reclamation, revetment and others. The topographic and geological features, sea condition, the outline of geological survey, the layout, and the construction works of revetment, cutting, the creation of substitute seaweed farm, appurtenant works, and the measures for environment preservation are described. (Kako, I.)

  11. The Reaches Project : Ecological and Geomorphic Dtudies Supporting Normative Flows in the Yakima River Basin, Washington, Final Report 2002.

    Energy Technology Data Exchange (ETDEWEB)

    Stanford, Jack A.; Lorang, Mark N.; Matson, Phillip L. (University of Montana, Flathead Lake Biological Station, Poison, MT)

    2002-10-01

    The Yakima River system historically produced robust annual runs of chinook, sockeye, chum and coho salmon and steelhead. Many different stocks or life history types existed because the physiography of the basin is diverse, ranging from very dry and hot in the high desert of the lower basin to cold and wet in the Cascade Mountains of the headwaters (Snyder and Stanford 2001). Habitat diversity and life history diversity of salmonids are closely correlated in the Yakima Basin. Moreover, habitat diversity for salmonids and many other fishes maximizes in floodplain reaches of river systems (Ward and Stanford 1995, Independent Scientific Group 2000). The flood plains of Yakima River likely were extremely important for spawning and rearing of anadromous salmonids (Snyder and Stanford 2001). However, Yakima River flood plains are substantially degraded. Primary problems are: revetments that disconnect main and side channel habitats; dewatering associated with irrigation that changes base flow conditions and degrades the shallow-water food web; chemical and thermal pollution that prevents proper maturation of eggs and juveniles; and extensive gravel mining within the floodplain reaches that has severed groundwater-channel connectivity, increased thermal loading and increased opportunities for invasions of nonnative species. The Yakima River is too altered from its natural state to allow anything close to the historical abundance and diversity of anadromous fishes. Habitat loss, overharvest and dam and reservoir passage problems in the mainstem Columbia River downstream of the Yakima, coupled with ocean productivity variation, also are implicated in the loss of Yakima fisheries. Nonetheless, in an earlier analysis, Snyder and Stanford (2001) concluded that a significant amount of physical habitat remains in the five floodplain reaches of the mainstem river because habitat-structuring floods do still occur on the remaining expanses of floodplain environment. Assuming main

  12. Problems of magnesium oxide wallboard usage in construction

    Science.gov (United States)

    Gravit, Marina; Zybina, Olga; Vaititckii, Artem; Kopytova, Anna

    2017-10-01

    Magnesium oxide wallboard is the building and finishing material, which has a reputation of new generational ecological constructing material. It has a wide range of uses: as a revetment in ventilated facades’ production, as a decorative material, as different types of formworks for a foundation filling and as a protector against a fire threat. During the study it was considered that magnesium oxide wallboards have some defects, such as moisture formation as a concentrated brine on the surface under special climatic conditions and absence of clear distinguishing between different types of magnesia boards. Usage of this material can become a cause of frame’s corrosion and origin of mold on wooden details. Authors provide the information from a foreign data source about negative consequences of SML usage. In conclusion researchers state that it is necessary to provide a clear magnesium wallboards classification and define technical requirements, which will, in their opinion, lead to Russian standard formulation.

  13. CARABID BEATLES AS INDICATORS REFLECTING RIVERINE ENVIRONMENTAL CONDITIONS IN DIFFERENT TYPES OF RIVER REGULATIONS

    Directory of Open Access Journals (Sweden)

    Renata Kędzior

    2014-10-01

    Full Text Available The aim of the investigation was to estimate factors responsible for sustaining riverine communities in stream sections with various bank regulation systems. The research were conducted on Porebianka stream in the Polish Western Carpathians, where 10 different types of river regulations were chosen for the analysis (strong incision without alluvial deposits, redeposition with sand and gravel banks, concrete revetment walls along the banks, channel with banks lined with rip-rap and reference unmanaged cross- section. We conclude that the carabid beetles assemblages of the studied river sections respond mainly to hydraulic parameters of the stream. Elimination of frequent natural bank inundation (due to the regulations of the banks is the main factor responsible for the impoverishment and extinction of riverine communities.

  14. Decontamination of plutonium-contaminated surfaces; Essais de decontamination des surfaces contaminees par du plutonium

    Energy Technology Data Exchange (ETDEWEB)

    Bertrand, J; Clouet d' Orval, Ch; Tachon, J [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1958-07-01

    The measure of the neutron distribution in the core of 'Proserpine', by means of activation detectors, requires no contact between the plutonium sulfate solution and the detectors. These detectors are put into PVC or polyethylene bags. This report describes the process used to decontaminate these bags. A washing by nitric acid followed by coating with plexiglass is kept, with this process we have no contamination on the detectors. (author) [French] La mesure de la distribution de neutrons par detecteurs a activation dans le coeur de Proserpine exige de proteger ces detecteurs contre tout contact avec la solution de plutonium. Les detecteurs sont places dans des gaines en polyvinyle ou en polyethylene. Ce rapport decrit le procede utilise pour decontaminer ces gaines. On a retenu un lavage a l'acide nitrique suivi du revetement d'une meme couche de plexiglass, ce qui permet d'eviter la contamination des detecteurs. (auteur)

  15. Description of methods for making activation detectors for use in nuclear reactors; Description des procedes de fabrication des detecteurs d'activation utilises dans les reacteurs nucleaires

    Energy Technology Data Exchange (ETDEWEB)

    Barbalat, R; Le Coguie, R; Leger, P; Salon, L; Thierry, M [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1968-07-01

    A brief description of methods currently used for making activation detectors, thin films and various deposits used in nuclear reactors. The thicknesses required vary from about a few tenths of a micron to a few tenths of a millimeter. Different techniques are used for fixing the large variety of elements: rolling, moulding, painting, electrolysis, vacuum deposition, thin films, wires, enamels, protective linings, etc. (authors) [French] Expose succinct des procedes actuellement mis en oeuvre pour la realisation des detecteurs d'activation, feuilles minces et depots divers utilises dans les reacteurs nucleaires. La gamme des epaisseurs necessaires s'etendant approximativement des dixiemes de micrometre aux dixiemes de millimetre. La diversite des elements a fixer justifiant les techniques differentes selon les cas: laminage, moulage, peinture, electrolyse, depot sous vide, couches minces, fils, emaux, revetements protecteurs, etc. (auteurs)

  16. Erosion Pressure on the Danish Coasts

    DEFF Research Database (Denmark)

    Sørensen, Carlo Sass; Sørensen, Per; Kroon, Aart

    Coastlines around the world are receding due to coastal erosion.With rising sea levels and a potential climatic deterioration due to climate change, erosion rates are likely to increase at many locations in the future.Together with the current preference of people to settle near or directly...... by the ocean, coastal erosion issues become increasingly more important to the human values at risk. Along many Danish coastlines, hard structures already act as coastal protection in the form of groins, breakwaters, revetments etc. These eroding coasts however still lack sand and where the public, in general......, neglects the need for sand replenishment i.e. in the form of repeated sand nourishments. Here we present a conceptual model and method for dividing coastal erosion into acute and chronic erosion pressure, respectively. We focus on the model use for management and climate change adaptation purposes...

  17. A SYSTEM TO MAKE USE OF EXISTING BREAKWATERS AS OVERTOPPING WAVE ENERGY CONVERTERS

    Directory of Open Access Journals (Sweden)

    DENIZ ÜNSALAN

    2016-06-01

    Full Text Available The main purpose of building breakwaters is to produce safe havens for ships and boats in rough seas. The general architecture for a breakwater is a wall with a trapezoidal -shaped cross section extending parallel to the shoreline. As the waves from the open sea approach, they are encountered by the so- called slope and revetment of the breakwater, where the wave is broken and its energy is dissipated and/or reflected back. However, the ever -increasing attractiveness of the utilization of waves as energy sources, paralleling to the increasing monetary and envir onmental costs of energy, has led the authors to consider the vast amounts of this otherwise dissipated energy into useful electrical energy. A wave energy conversion concept, which can be classified as an “overtopping” wave energy converter was conceived, where the open sea-facing (revetment side of the breakwater is fitted by a water collecting channel at a suitable height above the calm water level, running alongside the breakwater. The channel leads the collected water to a powerhouse containing a low head turbine (or a set of such turbines discharging it to the calm water of the inner harbour. Power obtained from these turbines can be converted to electrical energy. In this study, an estimation of the volume of water collected by the channel and the energy production for a proposed breakwater - power station system for a typical rough weather shall be made. It is deemed that the feasibility of this system is comparable to and even higher than the other wave energy conversion systems since it does not require additional facilities and power supply lines to be built due to its proximity to the existing energy transmission lines, except for the addition of new features/installations to the existing breakwaters.

  18. Long-term geomorphic response to flow regulation in a 10-km reach downstream of the Mississippi–Atchafalaya River diversion

    Directory of Open Access Journals (Sweden)

    Bo Wang

    2016-12-01

    Full Text Available A recent study reported considerable sediment trapping by three large channel bars downstream 18–28 km of the Mississippi–Atchafalaya River diversion (commonly known as the Old River Control Structure, ORCS during the 2011 Mississippi River flood. In this study, we analyzed 3-decadal morphological changes of the 10-km river channel and the three bars to elucidate the long-term effects of river engineering including diversion, revetment and dike constructions. Satellite images captured between 1985 and 2015 in approximate 5-year intervals were selected to estimate the change of channel morphology and bar surface area. The images were chosen based on river stage heights at the time when they were captured to exclude the temporal water height effect on channel and bar morphology. Using a set of the satellite images captured during the period of 1984–1986 and of 2013–2014, we developed rating curves of emerged bar surface area with the corresponding river stage height for determining the change in bar volume from 1985 to 2013. Two of the three bars have grown substantially in the past 30 years, while one bar has become braided and its surface area has shrunken. As a whole, there were a net gain of 4,107,000 m2 in surface area and a net gain of 30,271,000 m3 in volume, an equivalent of approximately 36 million metric tons of sediment assuming a bulk density of 1.2 t/m3. Sediment trapping on the bars was prevalent during the spring floods, especially during the period of 1990–1995 and of 2007–2011 when large floods occurred. The results suggest that although revetments and dikes have largely changed the morphology of the channel and the bars, they seem to have a limited impact on the overwhelming trend of sediment deposition caused by the river diversion.

  19. River-corridor habitat dynamics, Lower Missouri River

    Science.gov (United States)

    Jacobson, Robert B.

    2010-01-01

    Intensive management of the Missouri River for navigation, flood control, and power generation has resulted in substantial physical changes to the river corridor. Historically, the Missouri River was characterized by a shifting, multithread channel and abundant unvegetated sandbars. The shifting channel provided a wide variety of hydraulic environments and large areas of connected and unconnected off-channel water bodies.Beginning in the early 1800s and continuing to the present, the channel of the Lower Missouri River (downstream from Sioux City, Iowa) has been trained into a fast, deep, single-thread channel to stabilize banks and maintain commercial navigation. Wing dikes now concentrate the flow, and revetments and levees keep the channel in place and disconnect it from the flood plain. In addition, reservoir regulation of the Missouri River upstream of Yankton, South Dakota, has substantially changed the annual hydrograph, sediment loads, temperature regime, and nutrient budgets.While changes to the Missouri River have resulted in broad social and economic benefits, they have also been associated with loss of river-corridor habitats and diminished populations of native fish and wildlife species. Today, Missouri River stakeholders are seeking ways to restore some natural ecosystem benefits of the Lower Missouri River without compromising traditional economic uses of the river and flood plain.

  20. Floodplain Connectivity and implications for flooding and floodplain function

    Science.gov (United States)

    Barrow, E.

    2017-12-01

    Regime theory suggests that floodplains should be inundated on average once every two years to maintain form and function of both the river and the floodplain. Natural disconnection along non-alluvial reaches and where the river has moved to flow against terrace edges is to be expected, however, disconnectivity caused by river management is now affecting increasing lengths of watercourses. This study utilises aerial Lidar data to determine the relative height difference between the watercourse and adjacent valley bottoms to assess the degree of disconnectivity along main river systems across Cumbria in the UK. The results reveal that many rivers are now poorly connected to their floodplains which are now largely non-functional. Floodplain geomorphic units, although often present, are currently inactive and water table levels are reduced resulting in a loss of wetland in favour of ruderal species tolerant of drier conditions. The causes of such widespread disconnectivity may be attributed to historic dredging and straightening of these rivers and revetment and riparian tree planting has further exacerbated the problem restricting lateral activity and the subsequent development of new areas of connected floodplain. The high degree of disconnection has implications for future river management and river restoration and these are discussed.

  1. Biocompatibility of a new device of self-expandable covered and non-covered tracheal stent: comparative study in rats

    Directory of Open Access Journals (Sweden)

    Olavo Ribeiro Rodrigues

    2013-01-01

    Full Text Available PURPOSE: To investigate the compatibility of a new model of self-expandable tracheal stent in rats. METHODS: A new device of polyurethane covered and non - covered stent was placed in the trachea of Wistar rats. Animals were distributed in two groups: the polyurethane covered and non-covered group. Macroscopic parameters included position within the tracheal lumen, adherence to the mucosa, degree of dilatation, permeability and internal diameter. Microscopic findings evaluated were: incorporation, inflammatory activity, granulation tissue and epithelial revetment injuries. The observation follow-up was six weeks. All parameters were quantified based on determined score values. Incorporation of the stents was evaluated based on the observation if the stent was fixed into the trachea or if it could be removed. Degree of dilatation was performed by external diameter measurements. Granulation tissue was evaluated by measurements of height of the tissue growing into the tracheal lumen. RESULTS: 100% of non-covered stents had total attachment to mucosa and 100% of polyurethane covered type had adherence only. Regarding dilatation, granulation tissue, inflammatory activity and internal diameter measurements, there were no significant differences between the groups. Pathological tracheal wall injuries were present in both groups. CONCLUSION: Both models of stent demonstrated biocompatibility with the trachea. Rats are suitable for an experimental model of tracheal stent study.

  2. Realtime estimation of city gas pipe network damage by lateral flow of liquefied ground behind quay walls

    Energy Technology Data Exchange (ETDEWEB)

    Ishida, E.; Isoyama, R. [Japan Engineering Consultants Co., Ltd., Tokyo (Japan). Public Management Research Center; Koganemaru, K.; Shimuzu, Y. [Tokyo Gas Co. Ltd., Tokyo (Japan). Center for Disaster Management and Supply Control; Morimoto, I. [Kiso-Jiban Consultants Co. Ltd., Tokyo (Japan); Yasuda, S. [Tokyo Denki Univ., Tokyo (Japan). Dept. of Civil and Environmental Engineering

    2004-07-01

    Estimating the degree of damage to city gas pipe networks is difficult because of the lack of damage case data. This paper proposes a method for calculating the amount of earthquake-induced ground displacement at pipe node locations by constructing ground models. Data for the models was obtained from boreholes and by using a simple ground flow formula. The analysis method will make it possible to calculate the allowable limits of damage-causing factors such as ground motion and flow for different pipe network elements. The analysis procedure was conducted using a 2-dimensional liquefaction-induced flow analysis program finite element method. A real time damage estimation system for low pressure gas pipes uses ground motions having a design seismic coefficient of 0.4 in preparing strong earthquake liquefied layer thickness distribution data. Flow calculations were presented as well as a ground revetment database to replace node location data. It was concluded that achieving consistency was desirable. 7 refs., 2 tabs., 5 figs.

  3. Development and production of cobalt-60 sources for metallurgical application

    International Nuclear Information System (INIS)

    Oliveira, Paulo Fernando; Valente, Eduardo Sarmento; Maretti Junior, Fausto

    2002-01-01

    The CDTN has developed and produced 60 Co sources to be used in level controllers on continuous ingot casting. The sources used in these systems are sealed with a stainless steel revetment and have an useful life equivalent to one half life of the 60 Co (5.272 years). Each system of continuous ingot casting uses a source with one specified activity and different activation section. The sources have been imported with a very high cost due the special shields used to keep and transport them safety. One of its sources, with initial activity of 148 MBq, after being used for more than 5 years in one factory, was given to CDTN to carry out an activation section studies. After these studies be concluded CDTN/CNEN began the procedures to produce a new source in the IPR-R1 TRIGA Reactor, with an irradiation of one cobalt wire in the maximum flux region of the core. The same metallic cobalt wire was irradiated (10% of total activity), to determinate the necessary irradiation time to obtain the final activation. The CDTN developed too a stainless steel recipient with a aluminum nucleus, to seal and to guarantee the integrity of the source. (author)

  4. Construction of Monju

    International Nuclear Information System (INIS)

    Yoshino, Kenichi; Ogiso, Zenichi; Nakamura, Kazuo; Nishida, Masaaki; Tateishi, Yoshinori; Mishima, Tsuyoshi

    1994-01-01

    The construction works was started in January, 1983. The main works can be divided into (1) the construction of the roads to the site including the repair of the prefectural road, (2) the preparation of the land for temporary installation outside the site, (3) the creation of the site, the excavation for building foundations, the change of the stream in the site, and the land side works of water intake and discharge facilities, (4) the sea area works of bank revetment, breakwaters and unloading quay, and (5) the manufacture of caissons and blocks in the Technoport Fukui about 60 km distant from the site. The main buildings are those for the reactor, reactor auxiliaries, maintenance and waste treatment, diesel engines, and the turbine. The aseismatic structure, the coolant temperature if it leaks were the main considerations. The manufacture, transport and installation of machinery and equipment are reported. The sodium of about 1700 t was imported from France. The MOX fuel for initial charge was produced, and the pellets were filled smoothly. (K.I.)

  5. Resilience from coastal protection.

    Science.gov (United States)

    Ewing, Lesley C

    2015-10-28

    Coastal areas are important residential, commercial and industrial areas; but coastal hazards can pose significant threats to these areas. Shoreline/coastal protection elements, both built structures such as breakwaters, seawalls and revetments, as well as natural features such as beaches, reefs and wetlands, are regular features of a coastal community and are important for community safety and development. These protection structures provide a range of resilience to coastal communities. During and after disasters, they help to minimize damages and support recovery; during non-disaster times, the values from shoreline elements shift from the narrow focus on protection. Most coastal communities have limited land and resources and few can dedicate scarce resources solely for protection. Values from shore protection can and should expand to include environmental, economic and social/cultural values. This paper discusses the key aspects of shoreline protection that influence effective community resilience and protection from disasters. This paper also presents ways that the economic, environmental and social/cultural values of shore protection can be evaluated and quantified. It presents the Coastal Community Hazard Protection Resilience (CCHPR) Index for evaluating the resilience capacity to coastal communities from various protection schemes and demonstrates the use of this Index for an urban beach in San Francisco, CA, USA. © 2015 The Author(s).

  6. Morphological alteration of the Dráva as the result of human impact

    Directory of Open Access Journals (Sweden)

    Tímea Kiss

    2011-10-01

    Full Text Available The Croatian-Hungarian border section of the Dráva River has been undisturbed for almost a century, and it is characterised by unique fluvial morphology (braided pattern and islands supporting rich habitats and wildlife. However, during the last decades human impact became more and moreintensive. Between 1975 and 1989 three water reservoirs were built on the Croatian section of the river, just 16 km from the beginning of the border-section, altering the hydrology and the sediment characteristics of the river. On a local scale cut-offs, revetments and groynes were built. The aim of the study was to evaluate the effect of these human interventions. As the result of the alteration of the hydrology the channel pattern of the Dráva has been changing from braided to meandering, though on the upstream meandering part the territory and number of islands increased due to the drop of water stages. A cut-off and a groyne influenced only the morphology of a short section. As the result of the cut-off braided pattern became more pronounced, and the groyne caused intensive channel aggradation and gave way to lateral island development.

  7. Mechanical properties of seabed deposits of sand with strain history caused by waves

    International Nuclear Information System (INIS)

    Nishi, Koichi; Kanatani, Mamoru

    1989-01-01

    The research project on floating nuclear power plants, which was taken up as one of new siting technologies for the future, has been advanced by the Central Research Institute of Electric Power Industry. In this case, it is very important to cope with the stability problems of breakwaters, revetments, artificial islands and the foundation of mooring against strong earthquake motion and storm wave force. Accordingly it is necessary to evaluate accurately the stability, and to sufficiently understand the mechanical properties of seabed as the foundation ground of these offshore structures. Since seabed has the inherent strain history induced by the action of wave force, it is important to take such characteristics into account in the evaluation of the mechanical properties. In this report, the experimental results about the effect of the strain history on the strength-deformation properties of sand deposited on seabed are described, in order to contribute to the establishment of the method for precisely evaluating the properties of seabed. The computation method for shearing strain history in seabed and the method of estimating the strength-deformation characteristics of seabed are reported. (K.I.)

  8. Dynamic channel adjustments in the Jingjiang Reach of the Middle Yangtze River

    Science.gov (United States)

    Xia, Junqiang; Deng, Shanshan; Lu, Jinyou; Xu, Quanxi; Zong, Quanli; Tan, Guangming

    2016-03-01

    Significant channel adjustments have occurred in the Jingjiang Reach of the Middle Yangtze River, because of the operation of the Three Gorges Project (TGP). The Jingjiang Reach is selected as the study area, covering the Upper Jingjiang Reach (UJR) and Lower Jingjiang Reach (LJR). The reach-scale bankfull channel dimensions in the study reach were calculated annually from 2002 to 2013 by means of a reach-averaged approach and surveyed post-flood profiles at 171 sections. We find from the calculated results that: the reach-scale bankfull widths changed slightly in the UJR and LJR, with the corresponding depths increasing by 1.6 m and 1.0 m the channel adjustments occurred mainly with respect to bankfull depth because of the construction of large-scale bank revetment works, although there were significant bank erosion processes in local regions without the bank protection engineering. The reach-scale bankfull dimensions in the UJR and LJR generally responded to the previous five-year average fluvial erosion intensity during flood seasons, with higher correlations being obtained for the depth and cross-sectional area. It is concluded that these dynamic adjustments of the channel geometry are a direct result of recent human activities such as the TGP operation.

  9. CHOLERA EL-TOR EN IRAN

    Directory of Open Access Journals (Sweden)

    M. Ghodssi

    1969-01-01

    Full Text Available The bacteriological analysis shows that we have been confronted with the ELTor type, and only that type, until the end of the epidemic.The clinical study presents the symptoms of the real cholera with all its grievous consequences.The epidemiological supertnisicn stales that the El..Tor cholera is not agressiveat all in town areas whereas it presents its usual aspect in country areas, because of a lack of hygiene. there.That disease can be completely cured if the balance between the electrolytesis quickly restored.The disease was all the more dreadful since it came as a surprise and spread from one province to the other.L'examen bacteriologique montrc qu'il s'agit du type EI_ Tor et uniquement du meme type jusqu'a la fin de l'epldemie.La surveillance epidemiologique constate que Ie cholera EI_Tor n'cst nullement agressif dans Ie milieu urbain; mais qu'H revet l'aspect classique dans les milieuxruraux, depourvus d'hyglene.La maludic est totalement guerissablc a condition que l'equilibre des electrolytes so it rapidement retabli. L'evenement a tHe maladie se repandit d'une12

  10. Quantifying Effectiveness of Streambank Stabilization Practices on Cedar River, Nebraska

    Directory of Open Access Journals (Sweden)

    Naisargi Dave

    2017-11-01

    Full Text Available Excessive sediment is a major pollutant to surface waters worldwide. In some watersheds, streambanks are a significant source of this sediment, leading to the expenditure of billions of dollars in stabilization projects. Although costly streambank stabilization projects have been implemented worldwide, long-term monitoring to quantify their success is lacking. There is a critical need to document the long-term success of streambank restoration projects. The objectives of this research were to (1 quantify streambank retreat before and after the stabilization of 18 streambanks on the Cedar River in North Central Nebraska, USA; (2 assess the impact of a large flood event; and (3 determine the most cost-efficient stabilization practice. The stabilized streambanks included jetties (10, rock-toe protection (1, slope reduction/gravel bank (1, a retaining wall (1, rock vanes (2, and tree revetments (3. Streambank retreat and accumulation were quantified using aerial images from 1993 to 2016. Though streambank retreat has been significant throughout the study period, a breached dam in 2010 caused major flooding and streambank erosion on the Cedar River. This large-scale flood enabled us to quantify the effect of one extreme event and evaluate the effectiveness of the stabilized streambanks. With a 70% success rate, jetties were the most cost-efficient practice and yielded the most deposition. If minimal risk is unacceptable, a more costly yet immobile practice such as a gravel bank or retaining wall is recommended.

  11. The dangers of irradiate uranium in nuclear reactors; Les dangers de l'uranium irradie dans les reacteurs nucleaires

    Energy Technology Data Exchange (ETDEWEB)

    Jammet, H; Joffre, H [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1955-07-01

    The danger of the uranium cans sur-activated by the use in the nuclear reactors is triple: - Irradiation from afar, during manipulations of the cans. - Contamination of air when decladding. - Contamination of air by fire of uranium in a reactor in function The first two dangers are usual and can be treated thanks to the rules of security in use in the atomic industry. The third has an accidental character and claimed for the use of special and exceptional rules, overflowing the industrial setting, to reach the surrounding populations. (authors) [French] Le danger des cartouches d'uranium suractive par utilisation dans les reacteurs nucleaires est triple: - Irradiation a distance, lors des manipulations des cartouches. - Contamination de l'air au moment de leur degainage. - Contamination de l'air par incendie d'uranium dans un reacteur en fonctionnement. Les deux premiers dangers sont habituels et peuvent etre traites grace aux regles de securite en usage dans l'industrie atomique. Le troisieme revet un caractere accidentel et reclame l'emploi de regles speciales et exceptionnelles, debordant le cadre industriel, pour atteindre celui des populations environnantes. (auteurs)

  12. Decontamination of latex gloves; Decontamination de gants en latex

    Energy Technology Data Exchange (ETDEWEB)

    Boutot, P; Schipfer, P; Blachere, A [Commissariat a l' Energie Atomique, Chusclan (France). Centre de Production de Plutonium de Marcoule

    1969-07-01

    Initially the latex gloves used in controlled zones were processed after use as radioactive waste. In view of the continually increasing number used, however, the persons in charge of the SPRAR have considered the possibility of decontaminating the gloves and using them again after control. The recovery installations which have been developed were initially designed rather crudely and operated irregularly; they have been progressively improved as a result of the experience acquired; today they are more really an industrial concern, equipped with automatic machinery. In 1967 it has been possible with this set-up to recover 247000 pairs of gloves, representing nearly 70 per cent of the number treated. (author) [French] Initialement, les gants de latex utilises dans les zones controlees etaient conditionnes apres emploi comme dechets radioactifs. Mais, devant l'augmentation sans cesse croissante des quantites employees, les responsables du SPRAR ont envisage leur decontamination et leur recyclage apres controles. Les installations de recuperation mises au point, de conception artisanale et fonctionnant de maniere episodique au depart, se sont progressivement ameliorees au fur et a mesure de l'experience acquise; elles revetent aujourd'hui le caractere d'une exploitation industrielle equipee de machines automatiques. En 1967, ces nouvelles installations ont permis de recuperer 247000 paires de gants, ce qui represente pres de 70 pour cent des quantites traitees. (auteur)

  13. Utilization of coal fired power plant by-products. Utilization of coal ash; Sekitan karyoku ni okeru fukusanbutsu no yuko riyo gijutsu. Sekitanbai no yuko riyo

    Energy Technology Data Exchange (ETDEWEB)

    Kishimoto, K. [The Federation of Electric Power Companies, Tokyo (Japan); Watanabe, M. [Electric Power Development Co. Ltd., Tokyo (Japan)

    1997-11-05

    The paper introduced the present situation and future task of the tackling with effective use of coal ash discharged from coal thermal power plants. Making the use of the characteristics, coal ash is mostly used in the fields of cement/concrete, civil engineering/construction, and agriculture/forestry/fisheries. In the case of using fly ash to concrete, the effects are the heightening of long-term strength, increase in workability, decrease in hydration heat, control of alkali aggregate reaction, etc. In the civil engineering/construction field, coal ash is allowed to be used for road bed material and mixed civil engineering material as road materials, for revetment back-filling material, soft ground surface layer treatment, soft ground/soil improvement materials, FGC deep layer mixing treatment process, SPC (sand compaction pile) material, etc. as earth work materials. Besides, it is used for light coarse aggregate, light sand, etc., as construction materials, for material substituting ceramics products, etc. as building materials, and for agricultural material, potassium silicate fertilizer and ocean structure in the agriculture/forestry/fisheries field. 4 refs., 2 tabs.

  14. Wave run-up on sandbag slopes

    Directory of Open Access Journals (Sweden)

    Thamnoon Rasmeemasmuang

    2014-03-01

    Full Text Available On occasions, sandbag revetments are temporarily applied to armour sandy beaches from erosion. Nevertheless, an empirical formula to determine the wave run -up height on sandbag slopes has not been available heretofore. In this study a wave run-up formula which considers the roughness of slope surfaces is proposed for the case of sandbag slopes. A series of laboratory experiments on the wave run -up on smooth slopes and sandbag slopes were conducted in a regular-wave flume, leading to the finding of empirical parameters for the formula. The proposed empirical formula is applicable to wave steepness ranging from 0.01 to 0.14 and to the thickness of placed sandbags relative to the wave height ranging from 0.17 to 3.0. The study shows that the wave run-up height computed by the formula for the sandbag slopes is 26-40% lower than that computed by the formula for the smooth slopes.

  15. Geomorphic and vegetation processes of the Willamette River floodplain, Oregon: current understanding and unanswered science questions

    Science.gov (United States)

    Wallick, J. Rose; Jones, Krista L.; O'Connor, Jim E.; Keith, Mackenzie K.; Hulse, David; Gregory, Stanley V.

    2013-01-01

    This report summarizes the current understanding of floodplain processes and landforms for the Willamette River and its major tributaries. The area of focus encompasses the main stem Willamette River above Newberg and the portions of the Coast Fork Willamette, Middle Fork Willamette, McKenzie, and North, South and main stem Santiam Rivers downstream of U.S. Army Corps of Engineers dams. These reaches constitute a large portion of the alluvial, salmon-bearing rivers in the Willamette Basin. The geomorphic, or historical, floodplain of these rivers has two zones - the active channel where coarse sediment is mobilized and transported during annual flooding and overbank areas where fine sediment is deposited during higher magnitude floods. Historically, characteristics of the rivers and geomorphic floodplain (including longitudinal patterns in channel complexity and the abundance of side channels, islands and gravel bars) were controlled by the interactions between floods and the transport of coarse sediment and large wood. Local channel responses to these interactions were then shaped by geologic features like bedrock outcrops and variations in channel slope. Over the last 150 years, floods and the transport of coarse sediment and large wood have been substantially reduced in the basin. With dam regulation, nearly all peak flows are now confined to the main channels. Large floods (greater than 10-year recurrence interval prior to basinwide flow regulation) have been largely eliminated. Also, the magnitude and frequency of small floods (events that formerly recurred every 2–10 years) have decreased substantially. The large dams trap an estimated 50–60 percent of bed-material sediment—the building block of active channel habitats—that historically entered the Willamette River. They also trap more than 80 percent of the estimated bed material in the lower South Santiam River and Middle and Coast Forks of the Willamette River. Downstream, revetments further

  16. An examination on aseismatic design of civil engineering structures in nuclear power stations

    International Nuclear Information System (INIS)

    Aida, Masakazu; Nakamura, Haruaki; Suzuki, Hideya

    1990-01-01

    As for the aseismatic design of civil engineering structures in nuclear power stations, the basic way of thinking and the example design are shown in the technical guidelines and others, but when the aseismatic design is actually carried out, the techniques of aseismatic calculation and the modeling for structural analysis are left to the judgement of designers. Among such various problems, in this report, the applicability of response displacement method and response magnitude method as the aseismatic calculation techniques and the necessity of rigid region in rahmen members in structural analysis were examined, and those are described. As the structures in nuclear power stations, there are cooling water intake and discharge facilities, emergency water intake, breakwater, unloading quays, revetments, the foundations of tanks, machinery and equipment, piping and others, roads, bridges, tunnels and so on. The outline of their aseismatic design and the examination on the cases of aseismatic design are reported. These structures are frequently underground structures, which are different from those on the ground. (K.I.)

  17. Morphological adjustments in a meandering reach of the middle Yangtze River caused by severe human activities

    Science.gov (United States)

    Zhou, Meirong; Xia, Junqiang; Lu, Jinyou; Deng, Shanshan; Lin, Fenfen

    2017-05-01

    In the past 50 years, the Shishou reach in the middle Yangtze River underwent significant channel evolution owing to the implementation of an artificial cutoff, the construction of bank revetment works and the operation of the Three Gorges Project (TGP). Based on the measured hydrological data and topographic data, the processes of channel evolution in this reach were investigated mainly from the adjustments in planform and cross-sectional geometries. The variation in planform geometry obtained in this study indicates that (i) the artificial cutoff at Zhongzhouzi caused the river regime to adjust drastically, with the mean rate of thalweg migration at reach scale of 42.0 m/a over the period 1966-1975; (ii) then the effect of this artificial cutoff reduced gradually, with the mean migration rate decreasing to 40 m/a owing to the occurrence of high water levels in 1993-1998; and (iii) the average annual rate of thalweg migration decreased to 29.3 m/a because of the impacts of various bank protection engineering and the TGP operation during the period 2002-2015. However, remarkable thalweg migration processes still occurred in local regions after the TGP operation, which resulted in significant bankline migration in local reaches of Beimenkou, Shijiatai, and Tiaoxiankou. In addition, the adjustments of bankfull channel geometry were investigated at section and reach scales after the TGP operation. Calculated results show that lateral channel migration in this reach was restricted by various river regulation works and that channel evolution was mainly characterized by an increase in bankfull depth and cross-sectional area. Empirical relationships were developed between the reach-scale bankfull dimensions (depth and area), the bankfull widths at specified sections, and the previous 5-year average fluvial erosion intensity during flood seasons, with high correlation degrees between them being obtained.

  18. Long-term responses of sandy beach crustaceans to the effects of coastal armouring after the 2010 Maule earthquake in South Central Chile

    Science.gov (United States)

    Rodil, Iván F.; Jaramillo, Eduardo; Acuña, Emilio; Manzano, Mario; Velasquez, Carlos

    2016-02-01

    Earthquakes and tsunamis are large physical disturbances frequently striking the coast of Chile with dramatic effects on intertidal habitats. Armouring structures built as societal responses to beach erosion and shoreline retreat are also responsible of coastal squeeze and habitat loss. The ecological implications of interactions between coastal armouring and earthquakes have recently started to be studied for beach ecosystems. How long interactive impacts persist is still unclear because monitoring after disturbance generally extends for a few months. During five years after the Maule earthquake (South Central Chile, February 27th 2010) we monitored the variability in population abundances of the most common crustacean inhabitants of different beach zones (i.e. upper, medium, and lower intertidal) at two armoured (one concrete seawall and one rocky revetment) and one unarmoured sites along the sandy beach of Llico. Beach morphology changed after the earthquake-mediated uplift, restoring upper- and mid-shore armoured levels that were rapidly colonized by typical crustacean species. However, post-earthquake increasing human activities affected the colonization process of sandy beach crustaceans in front of the seawall. Lower-shore crab Emerita analoga was the less affected by armouring structures, and it was the only crustacean species present at the three sites before and after the earthquake. This study shows that field sampling carried out promptly after major disturbances, and monitoring of the affected sites long after the disturbance is gone are effective approaches to increase the knowledge on the interactive effects of large-scale natural phenomena and artificial defences on beach ecology.

  19. Optimization of coastal protection measures on small islands in the northfrisian part of the North Sea

    Science.gov (United States)

    Wöffler, T.; Jensen, J.; Schüttrumpf, H.

    2017-12-01

    Low lying small islands are among the most vulnerable regions worldwide due to the consequences of climate change. The reasons for this are the concentration of infrastructure, geographical features and their small size. Worldwide special forms and adaptations of coastal protection strategies and measures can be found on small islands. In the northfrisian part of the North Sea worldwide unique strategies and measures have been developed in the last centuries due to the geographic location and the isolation during extreme events. One special feature of their coastal protection strategy is the lack of dikes. For this reason, the houses are built on artificial dwelling mounds in order to protect the inhabitants and their goods against frequently occurring inundations during storm surge seasons (up to 30 times a year). The Hallig islands themselves benefit by these inundations due to sediments, which are accumulated on the island's surfaces. This sedimentation has enabled a natural adaption to sea level rise in the past. Nevertheless, the construction methods of the coastal protection measures are mainly based on tradition and the knowledge of the inhabitants. No resilient design approaches and safety standards for these special structures like dwelling mounds and elevated revetments exist today. For this reason, neither a cost efficient construction nor a prioritization of measures is possible. Main part of this paper is the scientific investigation of the existing coastal protection measures with the objective of the development of design approaches and safety standards. The results will optimize the construction of the existing coastal protection measures and can be transferred to other small islands and low lying areas worldwide.

  20. Fuentes romanas gráficas y literarias del baldaquino y la pérgola de la Catedral de Santiago

    Directory of Open Access Journals (Sweden)

    Taín Guzmán, Miguel

    2006-06-01

    Full Text Available Between 1654 and 1677 the furnishings of the main chapel of the Cathedral of Santiago were reformed following the new Baroque principles imported from Madrid and Italy. The resultant changes are those known today: canopy, camerina and pergola with Solomonic columns and the wooden revetments of the walls. The construction work was directed by the canon of the Cathedral, José de Vega y Verdugo, who had spent several years in Rome, and was carried out first by Francisco de Antas, master builder of the Cathedral, and later by the new master builder, Domingo de Andrade. The Roman sources for these structures —Bernini’s canopy in St. Peter’s Basilica and Constantine’s pergola of twisted columns— are here proposed or revised, with the addition of new graphic and literary data.

    Entre 1654 y 1677 se reforma el mobiliario de la capilla mayor de la Catedral de Santiago, siguiendo los nuevos postulados barrocos importados de Madrid e Italia, fruto de la cual es el actual baldaquino, el camarín, la pérgola de columnas salomónicas y el revestimiento lignario de las paredes. Su construcción durante tantos años fue dirigida por el canónigo fabriquero José de Vega y Verdugo, tras su estancia durante varios años en Roma, y llevada a cabo primero por el maestro de obras catedralicio Francisco de Antas y luego por el nuevo maestro mayor catedralicio Domingo de Andrade. En el presente artículo se proponen y revisan las fuentes romanas —el baldaquino de Bernini y la pérgola de columnas torsas de Constantino— del baldaquino y la pérgola, aportando nuevos datos gráficos y literarios.

  1. Centurial Changes in the Depth Conditions of a Regulated River: Case Study of the Lower Tisza River, Hungary

    Directory of Open Access Journals (Sweden)

    Amissah Gabriel Jonathan

    2017-04-01

    Full Text Available The Tisza River is the largest tributary of the Danube in Central Europe, and has been subjected to various human interventions including cutoffs to increase the slope, construction of levees to restrict the floodplain, and construction of groynes and revetments to stabilize the channel. These interventions have altered the natural morphological evolution of the river. The aim of the study is to assess the impacts of these engineering works, employing hydrological surveys of 36 cross sections (VO of the Lower Tisza River for the years of 1891, 1931, 1961, 1976 and 1999. The changes in mean depth and thalweg depth were studied in detail comparing three reaches of the studied section. In general, the thalweg incised during the studied period (1891-1931: 3 cm/y; 1931-1961: 1.3 cm/y and 1976-1999: 2.3 cm/y, except from 1961-1976 which was characterized by aggradation (2 cm/y. The mean depth increased, referring to an overall deepening of the river during the whole period (1891-1931: 1.4 cm/y; 1931-1961: 1.2 cm/y; 1961-1976: 0.6 cm/y and 1976-1999: 1.6 cm/y. The thalweg shifted more in the upper reach showing less stabile channel, while the middle and lower reaches had more stable thalweg. Although the cross-sections subjected to various human interventions experienced considerable incision in the short-term, the cross-sections free from direct human impact experienced the largest incision from 1891-1999, especially along the meandering sections.

  2. Morphology of fluvial levee series along a river under human influence, Maros River, Hungary

    Science.gov (United States)

    Kiss, Tímea; Balogh, Márton; Fiala, Károly; Sipos, György

    2018-02-01

    The development and morphometry of fluvial levees reflect the connection between channel and overbank processes, which can be altered by various human activities. The aims of this study are to investigate the morphology and spatial characteristics of fluvial levees and evaluate the role of some local- and catchment-scale human activities on their medium-term (150 years) development. This study applies LiDAR data along a 53-km-long reach of the Maros River in Hungary. Six fluvial levee types are identified based on the beginning and end of their evolution. These levee types were generated by local nineteenth century channel regulation works (cutoffs) and mid-twentieth century channel narrowing, which was caused by gravel mining and water impoundment in the upstream sections. However, other human activities also influenced the development of active fluvial levees because their horizontal evolution could have been limited by embanked flood-protection levees or the widening of low-lying floodplain benches that were generated by channel narrowing. Additionally, revetment constructions influenced their vertical parameters as higher fluvial levees developed along the fixed banks. Generally, the older active fluvial levees are wider, while the younger active levees are narrower with steeper slopes but not always lower. On the low-lying floodplain levels (benches), the youngest fluvial levees evolved quite rapidly and consist of coarser material. Currently, only 9.8- to 38-year return-period floods could cover the fluvial levees, contributing to their evolution. This fact and the development of fluvial levee series with two-three members reflect a gradual decoupling of the channel from the floodplain.

  3. Horns Rev offshore wind farm. Environmental impact assessment of sea bottom and marine biology

    Energy Technology Data Exchange (ETDEWEB)

    Leonhard, S.B.

    2000-03-15

    An Environmental Impact Assessment (EIA) of a planned 150 MW offshore wind farm at Horns Rev has been carried out for the marine biology and sea bottom in the area, and includes vegetation and benthic fauna. The study forms part of a total EIA of the planned offshore wind farm. This EIA study has been drawn up in accordance with the guidelines laid down by the Ministry of Environment and Energy in the publication, 'Guidelines for preparation of EIAstudies for offshore wind farms. Horns Rev is situated off Blaevands Huk, which is Denmark's most westerly point. It is a shallow reef with water depths between 2 and 9 metres and is primarily composed of sand, gravel and pebbles. The area designated for the wind farm lies directly south of Horns Rev and is dominated by sand with a median particle size of 0.3 mm. Along the edges, towards areas of greater depth, the particle size increases. There are areas of fine sand in the deepest area, and in isolated pockets within the proposed wind farm site. The sediment is characterised by a very low (<1%) organic matter content. On the basis of the expected impact from the establishment of the wind farm, it is not deemed necessary to carry out special programmes during the construction phase for monitoring of the environmental-biological conditions. A monitoring and control programme is recommended during the production phase in order to follow the copper concentration in bivalves, or alternatively to initiate recovery or elimination of the copper-laden waste. A control programme is recommended during the production phase in order to follow the establishment and succession of the fouling community on the wind turbine foundations and scour-protecting revetments. (BA)

  4. Cetatea bastionară de la Chilia

    Directory of Open Access Journals (Sweden)

    Mariana Şlapac

    2016-10-01

    Full Text Available It seems that the first elements of the Chilia bastioned fortress have appeared in the early of XVIIIth century. It was there then while according to the order of Ottomans the French engineers could build the two earthern structures intended for heavy artillery named in the prospectus of Chilia for 1770 as „Bollwerk-s at the revetment walls”. Additional valuable information concerning the fortress of Chilia, was obtained from the Russian plan for 1790, found by the author at the Russian State Military-Historical Archive in Moscow. After 1794, under the orders of Sultan Selim the third of, a French engineer François Kauffer completely rebuilt the defense complex. New bastioned fortress, including a Moldavian fortress was a square plan and had a sloping glacis, three corner bastions in the form of pikes and one asymmetrical double corner bastion of polygonal plan. The intramuros was divided into a number of squares and rectangles and proportional conception of the fortress was stipulated by strict geometry of inner yard. The bastioned complex of Chilia reminds us of the manners of strengthening of the famous French engineer Vauban such as open the bastions, built into the shaft of a barrack, a massive earthern breastworks and covered road with some traverses and bypasses in front. Bastion square has remained very widespread kind of fortifying since the XVIth century, only the form of bastions perfected with the lapse of time. At the beginning of the XIXth century typical elements of the fortress were covered road of tenail tracing and some bastions with artillery pieces of ordnance located throughout the length of the faces. After the 1812 restructuring of the bastion fortress of Chilia was engaged by Russian military engineers Ivan Hartingh, Egor Foerster and others. This fortress was eliminated as a military object before the entry a town Chilia into Romanian state in 1856.

  5. Synthesis of downstream fish passage information at projects owned by the U.S. Army Corps of Engineers in the Willamette River Basin, Oregon

    Science.gov (United States)

    Hansen, Amy C.; Kock, Tobias J.; Hansen, Gabriel S.

    2017-08-07

    The U.S. Army Corps of Engineers (USACE) operates the Willamette Valley Project (Project) in northwestern Oregon, which includes a series of dams, reservoirs, revetments, and fish hatcheries. Project dams were constructed during the 1950s and 1960s on rivers that supported populations of spring Chinook salmon (Oncorhynchus tshawytscha), winter steelhead (O. mykiss), and other anadromous fish species in the Willamette River Basin. These dams, and the reservoirs they created, negatively affected anadromous fish populations. Efforts are currently underway to improve passage conditions within the Project and enhance populations of anadromous fish species. Research on downstream fish passage within the Project has occurred since 1960 and these efforts are documented in numerous reports and publications. These studies are important resources to managers in the Project, so the USACE requested a synthesis of existing literature that could serve as a resource for future decision-making processes. In 2016, the U.S. Geological Survey conducted an extensive literature review on downstream fish passage studies within the Project. We identified 116 documents that described studies conducted during 1960–2016. Each of these documents were obtained, reviewed, and organized by their content to describe the state-of-knowledge within four subbasins in the Project, which include the North Santiam, South Santiam, McKenzie, and Middle Fork Willamette Rivers. In this document, we summarize key findings from various studies on downstream fish passage in the Willamette Project. Readers are advised to review specific reports of interest to insure that study methods, results, and additional considerations are fully understood.

  6. Horns Rev offshore wind farm. Environmental impact assessment of sea bottom and marine biology

    Energy Technology Data Exchange (ETDEWEB)

    Leonhard, S B

    2000-03-15

    An Environmental Impact Assessment (EIA) of a planned 150 MW offshore wind farm at Horns Rev has been carried out for the marine biology and sea bottom in the area, and includes vegetation and benthic fauna. The study forms part of a total EIA of the planned offshore wind farm. This EIA study has been drawn up in accordance with the guidelines laid down by the Ministry of Environment and Energy in the publication, 'Guidelines for preparation of EIAstudies for offshore wind farms. Horns Rev is situated off Blaevands Huk, which is Denmark's most westerly point. It is a shallow reef with water depths between 2 and 9 metres and is primarily composed of sand, gravel and pebbles. The area designated for the wind farm lies directly south of Horns Rev and is dominated by sand with a median particle size of 0.3 mm. Along the edges, towards areas of greater depth, the particle size increases. There are areas of fine sand in the deepest area, and in isolated pockets within the proposed wind farm site. The sediment is characterised by a very low (<1%) organic matter content. On the basis of the expected impact from the establishment of the wind farm, it is not deemed necessary to carry out special programmes during the construction phase for monitoring of the environmental-biological conditions. A monitoring and control programme is recommended during the production phase in order to follow the copper concentration in bivalves, or alternatively to initiate recovery or elimination of the copper-laden waste. A control programme is recommended during the production phase in order to follow the establishment and succession of the fouling community on the wind turbine foundations and scour-protecting revetments. (BA)

  7. Molecular Dynamics Simulation of Spontaneous Imbibition in Nanopores and Recovery of Asphaltenic Crude Oils Using Surfactants for EOR Applications Simulations de dynamique moléculaire d’imbibition spontanée dans des nanopores et pour la récupération d’huiles brutes asphalténiques en utilisant des agents tensioactifs pour des applications d’EOR

    Directory of Open Access Journals (Sweden)

    Stukan M.R.

    2012-12-01

    Full Text Available We present Molecular Dynamics (MD simulations of the imbibition process in nanopores in case of two different mechanisms of the wettability modification. We compare the imbibition of an aqueous surfactant solution into an oil-wet pore driven by surfactant adsorption onto the oil-wet rock surface (coating mechanism and the imbibition of an aqueous surfactants solution driven by surfactants removing the contaminant molecules from the originally water-wet surface (cleaning mechanism. Our results show qualitative difference in the imbibition dynamics in these two cases and indicate that MD simulation is a useful tool to investigate details of the imbibition mechanisms at the pore scale with direct implications for Enhanced Oil Recovery (EOR operations. Nous presentons des simulations de Dynamique Moleculaire (DM du processus d’imbibition dans des nanopores dans le cas de deux mecanismes differents de modification de mouillabilite. Nous comparons l’imbibition d’une solution aqueuse d’agent tensioactif dans un pore mouille d’huile entrainee par une adsorption d’agent tensioactif sur la surface de roche mouillee d’huile (mecanisme de revetement et l’imbibition d’une solution aqueuse d’agent tensioactif entrainee par des agents tensioactifs eliminant les molecules contaminantes de la surface originellement mouillee d’eau (mecanisme de nettoyage. Nos resultats montrent une difference qualitative en matiere de dynamique d’imbibition dans ces deux cas et indiquent que la simulation de DM constitue un outil utile pour etudier les mecanismes d’imbibition a l’echelle des pores avec des implications directes pour des operations de recuperation renforcee d’huile (EOR, Enhanced Oil Recovery.

  8. Studies of the ionizing radiation effects on the effluents acute toxicity due to anionic surfactants

    International Nuclear Information System (INIS)

    Moraes, Maria Cristina Franco de

    2004-01-01

    Several studies have shown the negative effects of surfactants, as detergents active substance, when discharged on biological sewage wastewater treatment plants. High toxicity may represent a lower efficiency for biological treatment. When surfactants are in aquatic environment they may induce a loss of grease revetment on birds (feather). Depending on the surfactant concentration, several damages to all biotic systems can happen. Looking for an alternative technology for wastewater treatment, efficient for surfactant removal, the present work applied ionizing radiation as an advanced oxidation process for affluents and effluents from Suzano Treatment Station. Such wastewater samples were submitted to radiation using an electron beam from a Dynamic Electron Beam Accelerator from Instituto de Pesquisas Energeticas e Nucleares. In order to assess this proposed treatment efficacy, it was performed acute toxicity evaluation with two test-organisms, the crustacean Daphnia similis and the luminescent bacteria Vibrio fischeri. The studied effluents were: one from a chemical industry (IND), three from sewage plant (affluents - GG, GM and Guaio) and the last biologically treated secondary effluent (EfF), discharged at Tiete river. The applied radiation doses varied from 3 kGy to 50 kGy, being 50 kGy enough for surfactant degradation contained at industrial effluent. For GG, GM and Guaio samples, doses of 6 kGy and 10 kGy were efficient for surfactant and toxicity reduction, representing an average removal that varied from 71.80% to 82.76% and toxicity from 30% to 91% for most the effluents. The final effluent was less toxic than the others and the radiation induced an average 11% removal for anionic surfactant. The industrial effluents were also submitted to an aeration process in order to quantify the contribution of surfactant to the whole sample toxicity, once it was partially removed as foam and several fractions were evaluated for toxicity. (author)

  9. The compatibility of chromium-aluminium steels with high pressure carbon dioxid at intermediate- temperatures; Compatibilite des aciers au chrome-aluminium avec le gaz carbonique sous pression aux temperatures moyennes

    Energy Technology Data Exchange (ETDEWEB)

    Leclercq, D; Loriers, H; David, R; Darras, E [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1964-07-01

    With a view to their use in the exchangers of nuclear reactors of the graphite-gas or heavy water-gas types, the behaviour of chromium-aluminium steels containing up to 7 per cent chromium and 1.5 per cent aluminium has been studied in the presence of high-pressure carbon dioxide at temperatures of between 400 and 700 deg. C. The two most interesting grades of steel (2 per cent Cr - 0.35 per cent Al - 0.35 per cent Mo and 7 per cent Cr - 1.5 per cent Al - 0.6 per cent Si) are still compatible with carbon dioxide up to 550 and 600 deg. C respectively. A hot dip aluminised coating considerably increases resistance to oxidation of the first grade and should make possible its use up to temperatures of at least 600 deg. C. (authors) [French] Dans l'optique de leur emploi dans les echangeurs de reacteurs nucleaires des filieres graphite-gaz ou eau lourde-gaz, le comportement en presence de gaz carbonique sous pression d'aciers au chrome-aluminium, contenant jusqu'a 7 pour cent de chrome et 1,5 pour cent d'aluminium a ete etudie entre 400 et 700 deg. C. Les deux nuances les plus interessantes (2 pour cent Cr - 0,35 pour cent Al - 0,35 pour cent Mo et 7 pour cent Cr - 1,5 pour cent Al - 0,6 pour cent Si) restent compatibles avec le gaz carbonique jusqu'a 550 et 600 deg. C respectivement. Un revetement d'aluminium, effectue par immersion dans un bain fondu, ameliore notablement la resistance a l'oxydation de la premiere et doit permettre son empioi jusqu'a 600 deg. C au moins. (auteurs)

  10. Solutions to criticality problems in a plutonium extraction plant; Solutions apportees aux problemes de criticite d'une usine d'extraction du plutonium

    Energy Technology Data Exchange (ETDEWEB)

    Jouannaud, C.; Rodier, J.; Fruchard, Y.; Peyresblanques, H.; Papault, C.; Tabardel-Brian, R. [Commissariat a l' Energie Atomique, Chusclan (France). Centre de Production de Plutonium de Marcoule, service d' extraction du plutonium, service de protection contre les radiations et d' assainissement radioactif

    1968-08-01

    There are two aspects to nuclear criticality safety: prevention of criticality and protection against the consequences of a possible accident: this report considers these two aspects in the case of the Marcoule Plutonium Extraction Plant. After briefly recalling the various techniques used for avoiding criticality (mass, geometry, concentration, poisoning), the authors describe their application in the plant and show in particular that, a rational use of a favorable geometry is a factor both for security and from an economic point of view. The authors then describe the inside organisation which makes it possible to obtain the necessary intrinsic safety standard right from the advance project stage, and to control the workshop safety during the operation of the plant. The second part of the report deals with the system of protection against the consequences of a possible accident: definition of a typical accident, fixing of the boundaries of a critical zone, safety alarm device, individual and collective dosimetry, evacuation plan and safety instructions. (authors) [French] La securite vis-a-vis des risques de criticite revet deux aspects: la prevention de la criticite et la protection contre les consequences d'un accident eventuel: le present rapport developpe ces deux aspects dans le cas de l'Usine d'Extraction du Plutonium de Marcoule. Apres avoir rappele les differentes techniques de prevention de la criticite (masse, geometrie, concentration, empoisonnement), les auteurs decrivent leur application a l'Usine et montrent notamment que l'utilisation rationnelle de la geometrie favorable est un double facteur de securite et d'economie. Les auteurs decrivent ensuite l'organisation interieure qui permet de realiser la securite intrinseque des le stade d'un avant projet et de controler la securite des ateliers au cours de la vie de l'Usine. La deuxieme partie du rapport est consacree au systeme de protection contre les

  11. A fortran program for elastic scattering of deuterons with an optical model containing tensorial potentials; Programme fortran pour la diffusion elastique de deutons avec un modele optique contenant des termes tensoriels

    Energy Technology Data Exchange (ETDEWEB)

    Raynal, J. [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1963-07-01

    The optical model has been applied with success to the elastic scattering of particles of spin 0 and 1/2 and to a lesser degree to that of deuterons. For particles of spin l/2, an LS coupling term is ordinarily used; this term is necessary to obtain a polarization; for deuterons, this coupling has been already introduced, but the possible forms of potentials are more numerous (in this case, scalar products of a second rank spin tensor with a tensor of the same rank in space or momentum can occur). These terms which may be necessary are primarily important for the tensor polarization. This problem is of particular interest at Saclay since a beam of polarized deuterons has become available. The FORTRAN program SPM 037 permits the study of the effect of tensorial potentials constructed from the distance of the deuteron from the target and its angular momentum with respect to it. This report should make possible the use and even the modification of the program. It consists of: a description of the problem and of the notation employed, a presentation of the methods adopted, an indication of the necessary data and how they should be introduced, and finally tables of symbols which are in equivalence or common statements: these tables must be considered when making any modification. (author) [French] Le modele optique a ete applique avec succes a la diffusion elastique des particules de spin nul et 1/2 et dans une moindre mesure a celle des deutons. Pour les particules de spin 1/2, on utilise habituellement un couplage LS, necessaire pour calculer la polarisation; pour les deutons, ce couplage a deja ete introduit, mais les formes de potentiel possibles sont plus nombreuses (intervention de produits scalaires d'un tenseur d'ordre 2 de spin avec un tenseur du meme ordre d'espace ou d'impulsion) et celles qui peuvent etre eventuellement necessaires ont une importance capitale pour la polarisation tensorielle. Ce probleme revet a Saclay un interet

  12. Integrating multi-disciplinary field and laboratory methods to investigate the response and recovery of beach-dune systems in Ireland to extreme events

    Science.gov (United States)

    Farrell, E.; Lynch, K.; Wilkes Orozco, S.; Castro Camba, G.; Scullion, A.

    2017-12-01

    revetments, dune planting in order to support the end goal of obtaining financial support from government for a larger, long term coastal protection plan.

  13. Placa cerámica fotovoltaica para fachadas ventiladas

    Directory of Open Access Journals (Sweden)

    Pastrana, A.

    2012-04-01

    Full Text Available Gres de la Mancha, in response to the increasing demand for friendly with the environment products, and realizing towards the use of renewable energies and the energy efficiency in the construction, has developed his new ceramic ecological photovoltaic panel ECOCERAVOLT developed for its use in systems of Ventilated Façade. ECOCERAVOLT joins the benefits of the ventilated façade (energy saving, thermal - acoustic isolation, increase of the comfort in the buildings, reduction of the emission of CO2, etc. and the generation of electrical energy without compromising neither the aesthetics of the frontage, not of the building. This way, it puts itself in value on the direct and indirect exhibition to the sun of the frontages, which happen of being passive elements of closing and decoration, to be generators of a clean energy for proper or commercial use. ECOCERAVOLT, due to its design, does not need to be hidden, as it happens with other photovoltaic generators. These technical and innovative merits imply the entire optimization of the installed revetment in addition to creating a criterion of sustainability and energy efficiency.

    Gres de La Mancha, en respuesta a la demanda creciente por productos medioambientalmente amigables, y su concienciación hacia el uso de energías renovables y la eficiencia energética en la construcción, ha lanzado su nueva placa cerámica ecológica fotovoltaica ECOCERAVOLT concebida para su uso en sistemas de fachada ventilada. ECOCERAVOLT aúna los beneficios de la fachada ventilada (ahorro energético, asilamiento térmico-acústico, aumento del confort en los edificios, reducción de las emisiones de CO2, etc. y la generación de energía eléctrica sin comprometer la estética de la fachada, ni del edificio. De este modo, se pone en valor la exposición directa e indirecta al sol de las fachadas, que pasan de ser elementos pasivos de cerramiento y decoración, a ser generadores de una

  14. Wave basin model tests of technical-biological bank protection

    Science.gov (United States)

    Eisenmann, J.

    2012-04-01

    Sloped embankments of inland waterways are usually protected from erosion and other negative im-pacts of ship-induced hydraulic loads by technical revetments consisting of riprap. Concerning the dimensioning of such bank protection there are several design rules available, e.g. the "Principles for the Design of Bank and Bottom Protection for Inland Waterways" or the Code of Practice "Use of Standard Construction Methods for Bank and Bottom Protection on Waterways" issued by the BAW (Federal Waterways Engineering and Research Institute). Since the European Water Framework Directive has been put into action special emphasis was put on natural banks. Therefore the application of technical-biological bank protection is favoured. Currently design principles for technical-biological bank protection on inland waterways are missing. The existing experiences mainly refer to flowing waters with no or low ship-induced hydraulic loads on the banks. Since 2004 the Federal Waterways Engineering and Research Institute has been tracking the re-search and development project "Alternative Technical-Biological Bank Protection on Inland Water-ways" in company with the Federal Institute of Hydrology. The investigation to date includes the ex-amination of waterway sections where technical- biological bank protection is applied locally. For the development of design rules for technical-biological bank protection investigations shall be carried out in a next step, considering the mechanics and resilience of technical-biological bank protection with special attention to ship-induced hydraulic loads. The presentation gives a short introduction into hydraulic loads at inland waterways and their bank protection. More in detail model tests of a willow brush mattress as a technical-biological bank protec-tion in a wave basin are explained. Within the scope of these tests the brush mattresses were ex-posed to wave impacts to determine their resilience towards hydraulic loads. Since the

  15. A fortran program for elastic scattering of deuterons with an optical model containing tensorial potentials; Programme fortran pour la diffusion elastique de deutons avec un modele optique contenant des termes tensoriels

    Energy Technology Data Exchange (ETDEWEB)

    Raynal, J [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1963-07-01

    The optical model has been applied with success to the elastic scattering of particles of spin 0 and 1/2 and to a lesser degree to that of deuterons. For particles of spin l/2, an LS coupling term is ordinarily used; this term is necessary to obtain a polarization; for deuterons, this coupling has been already introduced, but the possible forms of potentials are more numerous (in this case, scalar products of a second rank spin tensor with a tensor of the same rank in space or momentum can occur). These terms which may be necessary are primarily important for the tensor polarization. This problem is of particular interest at Saclay since a beam of polarized deuterons has become available. The FORTRAN program SPM 037 permits the study of the effect of tensorial potentials constructed from the distance of the deuteron from the target and its angular momentum with respect to it. This report should make possible the use and even the modification of the program. It consists of: a description of the problem and of the notation employed, a presentation of the methods adopted, an indication of the necessary data and how they should be introduced, and finally tables of symbols which are in equivalence or common statements: these tables must be considered when making any modification. (author) [French] Le modele optique a ete applique avec succes a la diffusion elastique des particules de spin nul et 1/2 et dans une moindre mesure a celle des deutons. Pour les particules de spin 1/2, on utilise habituellement un couplage LS, necessaire pour calculer la polarisation; pour les deutons, ce couplage a deja ete introduit, mais les formes de potentiel possibles sont plus nombreuses (intervention de produits scalaires d'un tenseur d'ordre 2 de spin avec un tenseur du meme ordre d'espace ou d'impulsion) et celles qui peuvent etre eventuellement necessaires ont une importance capitale pour la polarisation tensorielle. Ce probleme revet a Saclay un interet particulier depuis la mise

  16. Solutions to criticality problems in a plutonium extraction plant; Solutions apportees aux problemes de criticite d'une usine d'extraction du plutonium

    Energy Technology Data Exchange (ETDEWEB)

    Jouannaud, C; Rodier, J; Fruchard, Y; Peyresblanques, H; Papault, C; Tabardel-Brian, R [Commissariat a l' Energie Atomique, Chusclan (France). Centre de Production de Plutonium de Marcoule, service d' extraction du plutonium, service de protection contre les radiations et d' assainissement radioactif

    1968-08-01

    There are two aspects to nuclear criticality safety: prevention of criticality and protection against the consequences of a possible accident: this report considers these two aspects in the case of the Marcoule Plutonium Extraction Plant. After briefly recalling the various techniques used for avoiding criticality (mass, geometry, concentration, poisoning), the authors describe their application in the plant and show in particular that, a rational use of a favorable geometry is a factor both for security and from an economic point of view. The authors then describe the inside organisation which makes it possible to obtain the necessary intrinsic safety standard right from the advance project stage, and to control the workshop safety during the operation of the plant. The second part of the report deals with the system of protection against the consequences of a possible accident: definition of a typical accident, fixing of the boundaries of a critical zone, safety alarm device, individual and collective dosimetry, evacuation plan and safety instructions. (authors) [French] La securite vis-a-vis des risques de criticite revet deux aspects: la prevention de la criticite et la protection contre les consequences d'un accident eventuel: le present rapport developpe ces deux aspects dans le cas de l'Usine d'Extraction du Plutonium de Marcoule. Apres avoir rappele les differentes techniques de prevention de la criticite (masse, geometrie, concentration, empoisonnement), les auteurs decrivent leur application a l'Usine et montrent notamment que l'utilisation rationnelle de la geometrie favorable est un double facteur de securite et d'economie. Les auteurs decrivent ensuite l'organisation interieure qui permet de realiser la securite intrinseque des le stade d'un avant projet et de controler la securite des ateliers au cours de la vie de l'Usine. La deuxieme partie du rapport est consacree au systeme de protection contre les consequences d'un accident eventuel: definition d

  17. An evolving research agenda for human-coastal systems

    Science.gov (United States)

    Lazarus, Eli D.; Ellis, Michael A.; Brad Murray, A.; Hall, Damon M.

    2016-03-01

    Within the broad discourses of environmental change, sustainability science, and anthropogenic Earth-surface systems, a focused body of work involves the coupled economic and physical dynamics of developed shorelines. Rapid rates of change in coastal environments, from wetlands and deltas to inlets and dune systems, help researchers recognize, observe, and investigate coupling in natural (non-human) morphodynamics and biomorphodynamics. This same intrinsic quality of fast-paced change also makes developed coastal zones exemplars of observable coupling between physical processes and human activities. In many coastal communities, beach erosion is a natural hazard with economic costs that coastal management counters through a variety of mitigation strategies, including beach replenishment, groynes, revetments, and seawalls. As cycles of erosion and mitigation iterate, coastline change and economically driven interventions become mutually linked. Emergent dynamics of two-way economic-physical coupling is a recent research discovery. Having established a strong theoretical basis, research into coupled human-coastal systems has passed its early proof-of-concept phase. This paper frames three major challenges that need resolving in order to advance theoretical and empirical treatments of human-coastal systems: (1) codifying salient individual and social behaviors of decision-making in ways that capture societal actions across a range of scales (thus engaging economics, social science, and policy disciplines); (2) quantifying anthropogenic effects on alongshore and cross-shore sediment pathways and long-term landscape evolution in coastal zones through time, including direct measurement of cumulative changes to sediment cells resulting from coastal development and management practices (e.g., construction of buildings and artificial dunes, bulldozer removal of overwash after major storms); and (3) reciprocal knowledge and data exchange between researchers in coastal

  18. PRELIMINARY NOTE ON FODDER PLANT CONSERVATION IN TRENCH TYPE SILOS NOTAS PRELIMINARES SOBRE CONSERVAÇÃO DE FORRAGENS EM SILOS DO TIPO TRINCHEIRA

    Directory of Open Access Journals (Sweden)

    Anatoly Kravchenko

    2007-09-01

    Full Text Available

    This study has the objective of evaluating the quality of silage (Napier, 60%; sorghum, 30%; and sugar-cane, 10% conserved in trench-silos. The silos were built with side and back walls made of bricks, with no waterproof or revetment process. The floor was in direct contact with the soil, and the forage was distributed in 25cm-layers and compressed with the use of a tire tractor. The biggest losses, caused by ascetic and butyric fermentation, harmful to the cattle, took place close to the walls, due to a lack of compactness and a direct contact between the forage and the soil. The poor roof also allowed the penetration of water and other agents responsible for the formation of butyric acid. It was concluded that the waterproof process is the main factor in the desirable fermentation and conservation of the silage.

    Este trabalho tem como objetivo avaliar a qualidade da silagem - Napier (60%, sorgo (30% e cana (10% - conservada em silos tipo trincheira. Os silos foram construídos com paredes de tijolos nas laterais e no fundo, sem impermeabilização ou revestimento. O piso ficou em contato direto com o solo. A forragem foi distribuída em camadas de 25 cm e comprimida com trator de pneu. As perdas maiores, decorrentes das fermentações acética e butírica, prejudiciais ao rebanho, ocorreram junto às paredes, por falta de compactação e pelo contato direto da forragem com o solo. A má cobertura também favoreceu a penetração de água e os agentes formadores de ácido butírico. Concluiu-se que a impermeabilização é o fator principal para uma fermentação e conservação desejável da silagem.

    PALAVRAS-CHAVE: Silo; forragem; Sorgum; Penisetum.

  19. The effect of inundation frequency on ground beetle communities in a channelized mountain stream

    Science.gov (United States)

    Skalski, T.; Kedzior, R.; Radecki-Pawlik, A.

    2012-04-01

    Under natural conditions, river channels and floodplains are shaped by flow and sediment regime and are one of the most dynamic ecosystems. At present, European river floodplains are among the most endangered landscapes due to human modifications to river systems, including channel regulation and floodplain urbanization, and land use changes in the catchments. Situated in a transition zone between terrestrial and aquatic environments, exposed riverine sediments (ERS) play a key role in the functioning of riverine ecosystems. This study aimed to verify whether the bare granular substrate is the only factor responsible for sustaining the biota associated with ERS or the inundation frequency also plays a role, modifying the potential of particular species to colonize these habitats. Ground beetles (Col. Carabidae) were selected as the investigated group of organisms and the study was carried out in Porębianka, a Polish Carpathian stream flowing through both unconstrained channel sections and sections with varied channelization schemes (rapid hydraulic structures, concrete revetments or rip-rap of various age). In each of the distinguished channel types, four replicates of 10 pitfall traps were established in three rows varying in distance to the mean water level (at three different benches). Almost 7000 individuals belonging to 102 species were collected on 60 plots. Forward selection of redundancy analysis revealed four factors significantly describing the variation in ground beetle species data: bank modification, potential bankfull discharge, frequency of inundation and plant height. Most of the biggest species were ordered at the positive site of first axis having the highest values of periods between floods. Total biomass of ground beetles and mean biomass of individuals differed significantly between sites of various frequency of inundation, whereas the variation in abundance and species richness of ground beetles was independent of the river dynamics. The body

  20. The formation of scientists and technicians at the 'Centre d'Etudes Nucleaires' at Saclay; Formation des scientifiques et des techniciens au Centre d'Etudes Nucleaires de Saclay

    Energy Technology Data Exchange (ETDEWEB)

    Debiesse, J [Commissariat a l' Energie Atomique, Saclay (France). Centre d' Etudes Nucleaires

    1958-07-01

    , thermique. 2- Creation d'un Centre Associe du Conservatoire National des Arts et Metiers (200 eleves), pour les agents techniques, dessinateurs, etc. 3- En collaboration avec l'industrie electronique et le Ministere du Travail, le Centre d'Etudes Nucleaires collabore a une formation acceleree d'agents techniques dans des Centres Professionnels. Conclusion: La formation des scientifiques et des chercheurs est une des activites importantes du Centre d'Etudes Nucleaires de Saclay. Sans perdre son efficacite technique, elle revet des formes souples et variees adaptees a la diversite des buts a atteindre. (auteur)

  1. Critical Beach Habitat for Hawaiian Green Sea Turtle Endangered Before Mid-Century

    Science.gov (United States)

    Burstein, J. T.; Fletcher, C. H., III; Dominique Tavares, K.

    2017-12-01

    Many Hawaiian beaches provide critical habitat for the Hawaiian Green Sea Turtle (Chelonia Mydas). However, sea level rise drives beaches and dunes to migrate landward where they may encounter roads and other types of developed lands. Where developed lands are threatened by coastal erosion, defined as a distance of 20 ft (6.1 m) by state rules, property owners are eligible to apply for an emergency permit. These have historically led to coastal armoring. Seawalls and revetments on chronically receding shorelines cause permanent beach loss by restricting sand supply to the beach in front of the sea wall, as well as to beaches adjacent to the restrictive structure (flanking). This study focuses on four primary beach habitats along the North Shore of Oahu, Hawai'i: Waimea, Haleiwa, Kawailoa, and Mokuleia. We utilize GIS techniques to apply spatial analysis of nesting and basking locations collected from the National Oceanic Atmospheric Administration (NOAA). We then estimate the number of homes and the length of shoreline threatened by coastal armoring for 0 m, 0.17 m, 0.32 m, 0.60 m, and 0.98 m of sea-level rise. We demonstrate that 0.17 m of sea level rise impacts 31% of all beach front homes, and 4.6 km of shoreline, or 21% of the total shoreline. An increase to 0.32 m of sea level rise impacts 42% of all beach front homes, and 5.8 km of shoreline, or 31% of the total shoreline. The upper bound of the most recent sea level rise projection by the International Panel on Climate Change (IPCC RCP 8.5) affirms that 0.17 m of sea level rise may be reached by 2030, and 0.32 m by 2050. This sea level projection is a "worst-case" under IPCC-AR5, however, Sweet et al. (2017) depicts this as an "Intermediate" scenario on the basis of faster than expected mass loss by Greenland and Antarctica ice sheets, and rapid heat uptake and thermal expansion by the world's oceans. We conclude that the impacts of sea level rise and reactive coastal armoring currently endanger critical

  2. A socioeconomic assessment of climate change-enhanced coastal storm hazards in the U.S. Pacific Northwest

    Science.gov (United States)

    Baron, H. M.; Ruggiero, P.; Harris, E.

    2010-12-01

    assets are located within ~230 m of a narrow beach behind a rip rap revetment. Clearly, any significant losses sustained during an extreme storm could be devastating to the community, and these impacts will likely be amplified in the future. This information is being used to inform land-use planners as well as coastal community residents and visitors about potential coastal change hazards in order to make communities more resistant to future extreme storm events as they are influenced by a changing climate.

  3. New Instruments and Principles for the Dimensional Measurement and Measurement of Spacing of Reactor Components; Nouveaux Instruments et Procedes de Mesure des Dimensions et de l'Espacement des Elements d'un Reacteur; Novye pribory i printsipy izmereniya razmerov i raspolozheniya komponentov reaktora; Nuevos Instrumentos y Principios para Medir las Dimensiones y la Separacion Entre Componentes de Reactor

    Energy Technology Data Exchange (ETDEWEB)

    Mueller, P. [Institut Dr. Foerster, Reutlingen, Federal Republic of Germany (Germany)

    1965-09-15

    instrument for reactor components are discussed. Special attention is given to the possibility of using a small and versatile pick-up by means of manipulators in the ''hot'' zones and on ''hot'' materials. The increase of surface roughness with increasing irradiation dose is discussed. (author) [French] Full text: L'auteur presente les problemes de mesure de l'epaisseur de feuilles et des parois de tubes et recipients en aciers austenitiques ou en metaux non ferreux. Deux methodes de mesure des epaisseurs sans contact sont discutees: la mesure, par courants de Foucault, de l'epaisseur de feuilles et des parois de recipients en metaux non ferreux ou en aciers austenitiques, au moyen de bobines se deplacant le long des pieces a examiner: la mesure, par courants de Foucault, de l'epaisseur des parois de tubes, au moyen de bobines dans lesquelles se deplacent les pieces a examiner. L'auteur decrit des instruments appropries et le mode d'utilisation. Il discute egalement la mesure de l'epaisseur des parois de parties constitutives de reacteurs, en metaux non ferreux, par la 'methode de la bille magnetique' et explique le principe de ce nouveau type de mesure et son domaine d'utilisation - notamment pour les mesures par points; il decrit un instrument approprie. L'auteur examine la mesure des revetements non magnetiques de materiaux magnetiques; il explique les principes de mesure (methodes fondees sur les champs magnetiques des courants continus et des courants alternatifs) et decrit des instruments de mesure de revetements non magnetiques dont l'epaisseur varie entre 3 {mu}m et 20 mm. Il expose le probleme special de la mesure des depots de stellite sur les parois en aciers ferritiques des cuves de reacteurs. La mesure des revetements non conducteurs de metaux non ferreux est etudiee. Le memoire explique le principe de mesure (courants de Foucault). Il decrit un instrument approprie et donne des exemples de mesures typiques. L'auteur examine egalement la mesure sans contact, en

  4. Developpement d'une methode calorimetrique de mesure des pertes ac pour des rubans supraconducteurs a haute temperature critique

    Science.gov (United States)

    Dolez, Patricia

    supraconductrice qui restent fixes a l'interface coeur-enveloppe, et le revetement en alliage d'argent. L'interet d'une methode calorimetrique par rapport a la technique electrique, plus rapide, plus sensible et maintenant fiable, reside dans la possibilite de realiser des mesures de pertes ac dans des environnements complexes, reproduisant la situation presente par exemple dans un cable de transport d'energie ou dans un transformateur. En particulier, la superposition d'un courant dc en plus du courant ac habituel nous a permis d'observer experimentalement, pour la premiere fois a notre connaissance, un comportement particulier des pertes ac en fonction de la valeur du courant dc decrit theoriquement par LeBlanc. Nous avons pu en deduire la presence d'un courant d'ecrantage Meissner de 16 A, ce qui nous permet de determiner les conditions dans lesquelles une reduction du niveau de pertes ac pourrait etre obtenue par application d'un courant dc, phenomene denomme "vallee de Clem".

  5. Safety report concerning Melusine (after power increase to 4 MW). Descriptive part. Volumes 1 and 2; Rapport de surete de ''melusine'' (apres augmentation de puissance a 4 MW). Partie descriptive. Tomes 1 et 2

    Energy Technology Data Exchange (ETDEWEB)

    Baas, C; Delcroix, V; Jacquemain, M; Marouby, R; Meunier, C; De Robien, E; Rossillon, F [Commissariat a l' Energie Atomique, Grenoble (France). Centre d' Etudes Nucleaires

    1967-03-01

    'avril 1960; 2 MW A partir de septembre 1961; 4 MW a partir de decembre 1965. Diverses modifications ont ete apportees depuis la construction. Elles concernent: - L'adjonction d'une cellule chaude. - Les effluents: 2 cuves de 15 m{sup 3} pour effluents liquides ont ete mises en place. L'installation de regeneration des resines a ete entierement modifiee. - Le batiment: des bureaux ont ete ajoutes - des aires experimentales ont ete construites dans le hall. - L'alimentation electrique. - Les circuits de refroidissement et d'epuration (mise en place d'un second echangeur, remplacement des pompes primaires, creation d'une couche chaude, etc... ). - Les elements combustibles (actuellement elements type MTR enrichis a 90 pour cent). - La piscine (qui a ete munie partiellement d'un revetement en acier inoxydable). - Le coeur (mise en place de 'tabourets', d'un plongeoir, etc...). - La ventilation: le hall a ete mis en depression en fonctionnement normal, en cas d'incident, le hall peut etre isole et un circuit de secours peut etre demarre. Une cheminee a ete installee. - Le hall (qui a ete renforce et dont l'etancheite a ete amelioree). - L'electronique de controle (modifiee dans son principe et maintenant entierement transistorisee). L'ensemble a si profondement evolue que le reacteur n'a plus que de lointains rapports avec la realisation initiale. Il a paru necessaire de faire une breve synthese de ces ameliorations afin de mieux permettre de juger des caracteristiques de surete actuelles de l'installation, caracteristiques du reste beaucoup mieux connues du fait des experiences realisees tant a GRENOBLE au Service des Transferts Thermiques qu'a CADARACHE (Cabri) et TOULON (travaux de M. PASCOUET). (auteurs)

  6. Probabilistic Flood Defence Assessment Tools

    Directory of Open Access Journals (Sweden)

    Slomp Robert

    2016-01-01

    institutions managing flood the defences, and not by just a small number of experts in probabilistic assessment. Therefore, data management and use of software are main issues that have been covered in courses and training in 2016 and 2017. All in all, this is the largest change in the assessment of Dutch flood defences since 1996. In 1996 probabilistic techniques were first introduced to determine hydraulic boundary conditions (water levels and waves (wave height, wave period and direction for different return periods. To simplify the process, the assessment continues to consist of a three-step approach, moving from simple decision rules, to the methods for semi-probabilistic assessment, and finally to a fully probabilistic analysis to compare the strength of flood defences with the hydraulic loads. The formal assessment results are thus mainly based on the fully probabilistic analysis and the ultimate limit state of the strength of a flood defence. For complex flood defences, additional models and software were developed. The current Hydra software suite (for policy analysis, formal flood defence assessment and design will be replaced by the model Ringtoets. New stand-alone software has been developed for revetments, geotechnical analysis and slope stability of the foreshore. Design software and policy analysis software, including the Delta model, will be updated in 2018. A fully probabilistic method results in more precise assessments and more transparency in the process of assessment and reconstruction of flood defences. This is of increasing importance, as large-scale infrastructural projects in a highly urbanized environment are increasingly subject to political and societal pressure to add additional features. For this reason, it is of increasing importance to be able to determine which new feature really adds to flood protection, to quantify how much its adds to the level of flood protection and to evaluate if it is really worthwhile. Please note: The Netherlands

  7. Propriedades microestruturais de argamassas de cimento Portland com adições minerais e poliméricas utilizadas na fixação de porcelanato Study of the influence of additions on the adherence between polymer-modified mortars and porcelain stoneware tiles

    Directory of Open Access Journals (Sweden)

    A. E. F. S. Almeida

    2006-09-01

    characteristics of porcelain tiles, its application on building façades requires special attention, since this material differs from conventional ceramics and because façades are exposed to weathering that can damage ceramic revetments. Literature presents lots of researches about adhesive mortars properties employing ceramic tiles with higher water absorption (more than 3%. In a different way, we find about porcelain stoneware tiles with almost 0% water absorption, that is the most important cause of detachments between the back side of porcelain tiles and the mortar, for the reason that there is no mechanical adherence how occurs for porous ceramic tiles. The present study shows some properties of mortars with polymer and silica fume additions to fix porcelain tile, intending to solve the problems about the lack of adherence. The combination of polymer and silica fume to mortars results in excellent properties, which are ideal for repairs and revestments requiring high performance, thus justifying its study for the fixing of porcelain tiles. Procedures were carried out following the specifications of the NBR 14082 standard. This article presents adherence values for mortars containing different amounts of added polymer and silica, indicating the applicability of these mortars as construction material. Microstructural properties were based on mercury intrusion porosimetry tests and scanning electron microscopy of fractured samples.

  8. Activity of capryloyl collagenic acid against bacteria involved in acne.

    Science.gov (United States)

    Fourniat, J; Bourlioux, P

    1989-12-01

    72-151 (concentration minimale bactéricide: 40% v/V). Cette activité antiseptique est diminuée par l'augmentation du pH, mais demeure significative à pH 5,5, pH moyen du revetement cutané. Compte tenu de la bonne tolérance cutanée de l'acide capryloyl-collagénique, cette solution pourrait constituer une base intéressante pour une preéparation dermique destinée au traitement local de la composante bactérienne de l'acné.

  9. Umatilla River Basin Anadromous Fish Habitat Enhancement Project : 2001 Annual Report.

    Energy Technology Data Exchange (ETDEWEB)

    Shaw, R. Todd; Sexton, Amy D.

    2003-02-01

    The Umatilla River Basin Anadromous Fish Habitat Enhancement Project continued to identify impacted stream reaches throughout the Umatilla River Basin for habitat improvements during the 2001 project period. Public outreach efforts, biological and physical monitoring, and continued development of a Umatilla Subbasin Watershed Assessment assisted the project in fostering public cooperation, targeting habitat deficiencies and determining habitat recovery measures. Projects continued to be maintained on 49 private properties, one 25-year Non-Exclusive Bureau of Indian Affairs' Easement was secured, six new projects implemented and two existing project areas improved to enhance anadromous fish habitat. New project locations included sites on the mid Umatilla River, upper Umatilla River, Mission Creek, Cottonwood Creek and Buckaroo Creek. New enhancements included: (1) construction of 11,264 feet of fencing between River Mile 43.0 and 46.5 on the Umatilla River, (2) a stream bank stabilization project implemented at approximately River Mile 63.5 Umatilla River to stabilize 330 feet of eroding stream bank and improve instream habitat diversity, included construction of eight root wad revetments and three boulder J-vanes, (3) drilling a 358-foot well for off-stream livestock watering at approximately River Mile 46.0 Umatilla River, (4) installing a 50-foot bottomless arch replacement culvert at approximately River Mile 3.0 Mission Creek, (5) installing a Geoweb stream ford crossing on Mission Creek (6) installing a 22-foot bottomless arch culvert at approximately River Mile 0.5 Cottonwood Creek, and (7) providing fence materials for construction of 21,300 feet of livestock exclusion fencing in the Buckaroo Creek Drainage. An approximate total of 3,800 native willow cuttings and 350 pounds of native grass seed was planted at new upper Umatilla River, Mission Creek and Cottonwood Creek project sites. Habitat improvements implemented at existing project sites included

  10. National Assessment Of Shoreline Change: Part 2, Historical Shoreline Changes And Associated Coastal Land Loss Along The U.S. Southeast Atlantic Coast

    Science.gov (United States)

    Morton, Robert A.; Miller, Tara L.

    2005-01-01

    this report represent past conditions and therefore are not intended for predicting future shoreline positions or rates of change. Rates of erosion for the Southeast Atlantic region were generally highest in South Carolina along barrier islands and headland shores associated with the Santee delta. Erosion was also rapid along some barrier islands in North Carolina. Highest rates of erosion in Florida were generally localized around tidal inlets. The most stable Southeast Atlantic beaches were along the east coast of Florida where low wave energy and frequent beach nourishment minimized erosion. Some beach segments in Florida accreted as a result of net longshore drift convergence around Cape Canaveral and around tidal inlets that were stabilized by jetties. Seawalls, riprap revetments, and groins were constructed in all the Southeast Atlantic states as initial community responses to long-term beach erosion. Although some states, such as Florida, still permit shoreline stabilization structures, beach nourishment has become the preferred method of mitigating long-term erosion. Beach nourishment is common in all of the Southeast Atlantic states except Georgia.

  11. National Assessment of Shoreline Change: Part 1, Historical Shoreline Changes and Associated Coastal Land Loss Along the U.S. Gulf of Mexico

    Science.gov (United States)

    Morton, Robert A.; Miller, Tara L.; Moore, Laura J.

    2004-01-01

    intended for predicting future shoreline positions or rates of change. Rates of erosion for the Gulf of Mexico region are generally highest in Louisiana along barrier island and headland shores associated with the Mississippi delta. Erosion is also rapid along some barrier islands and headlands in Texas, and barrier islands in Mississippi are migrating laterally. Highest rates of erosion in Florida are generally localized around tidal inlets. The most stable Gulf beaches are along the west coast of Florida where low wave energy and frequent beach nourishment minimize erosion. Some beach segments in Texas have accreted as a result of net longshore drift convergence, and around tidal inlets that have been stabilized by long jetties. Seawalls and riprap revetments were constructed in all the Gulf Coast states as initial community responses to long-term beach erosion. Although some states, such as Florida, still permit shoreline stabilization structures, beach nourishment has become the preferred method of mitigating long-term erosion.

  12. Measurements of Void Effects in the Zero-Power Critical Facility NORA; Mesures de l'Effet Cavitaire dans l'Ensemble Critique NORA de Puissance Zero; Izmerenie vliyaniya pustot v kriticheskoj ustanovke nulevoj moshchnosti NORA; DeterminaciOn de los Efectos de CavitaciOn en el Conjunto Critico NORA de Potencia Nula

    Energy Technology Data Exchange (ETDEWEB)

    Bryhn-Ingebrigtsen, K.; Eriksen, V. O.; Schatvet, J.; Ukkestad, A.; Wood, J. I.; Ofjord, K. [Kjeller Research Establishment (Norway)

    1964-02-15

    Reactivity effects of voids in a reactor core is of particular importance in boiling-water reactors. Non-uniform distributions of voids make it desirable to know and understand the spatial dependence of the void reactivity effect. An experimental study of void effects under physically clean conditions has been undertaken in NORA. Shrouds surrounding each individual fuel stringer define annular regions which are voided by introduction of air under pressure. For single-rod experiments reactivity effects are so small that it is preferable to oscillate the void volume periodically and analyse the corresponding modulation of power to obtain reactivity equivalents. Multiple-rod experiments are done statically. The experimental technique is described together with examples of its use to measure single-rod void effects, voided rod interactions, and full-voided core effects. (author) [French] L'effet cavitaire revet une importance particuliere dans les reacteurs a eau bouillante. Etant donne que les cavites ne sont pas uniformement reparties, il est souhaitable de connaitre et de comprendre les variations de l'effet cavitaire dans l'espace. L'etude experimentale de l'effet cavitaire dans un ensemble non empoisonne a ete entreprise dans l'ensemble critique NORA. Dans les regions tubulaires comprises entre les barres de combustible et leurs enveloppes, on cree des cavites par injection d'air comprime. Dans les experiences portant sur une seule barre, l'effet est si faible qu'il vaut mieux faire varier periodiquement le volume cavitaire et analyser la modulation de puissance correspondante pour mesurer la reactivite equivalente. Les experiences sur plusieurs barres sont faites dans des conditions statiques. Les auteurs decrivent la methode experimentale et donnent des exemples de son emploi pour mesurer l'effet cavitaire pour une seule barre, l'interaction de battes autour desquelles on a cree des cavites et l'effet des cavites creees dans tout le coeur. (author) [Spanish] La

  13. Safety report concerning Melusine (after power increase to 4 MW). Descriptive part. Volumes 1 and 2; Rapport de surete de ''melusine'' (apres augmentation de puissance a 4 MW). Partie descriptive. Tomes 1 et 2

    Energy Technology Data Exchange (ETDEWEB)

    Baas, C.; Delcroix, V.; Jacquemain, M.; Marouby, R.; Meunier, C.; De Robien, E.; Rossillon, F. [Commissariat a l' Energie Atomique, Grenoble (France). Centre d' Etudes Nucleaires

    1967-03-01

    d'avril 1960; 2 MW A partir de septembre 1961; 4 MW a partir de decembre 1965. Diverses modifications ont ete apportees depuis la construction. Elles concernent: - L'adjonction d'une cellule chaude. - Les effluents: 2 cuves de 15 m{sup 3} pour effluents liquides ont ete mises en place. L'installation de regeneration des resines a ete entierement modifiee. - Le batiment: des bureaux ont ete ajoutes - des aires experimentales ont ete construites dans le hall. - L'alimentation electrique. - Les circuits de refroidissement et d'epuration (mise en place d'un second echangeur, remplacement des pompes primaires, creation d'une couche chaude, etc... ). - Les elements combustibles (actuellement elements type MTR enrichis a 90 pour cent). - La piscine (qui a ete munie partiellement d'un revetement en acier inoxydable). - Le coeur (mise en place de 'tabourets', d'un plongeoir, etc...). - La ventilation: le hall a ete mis en depression en fonctionnement normal, en cas d'incident, le hall peut etre isole et un circuit de secours peut etre demarre. Une cheminee a ete installee. - Le hall (qui a ete renforce et dont l'etancheite a ete amelioree). - L'electronique de controle (modifiee dans son principe et maintenant entierement transistorisee). L'ensemble a si profondement evolue que le reacteur n'a plus que de lointains rapports avec la realisation initiale. Il a paru necessaire de faire une breve synthese de ces ameliorations afin de mieux permettre de juger des caracteristiques de surete actuelles de l'installation, caracteristiques du reste beaucoup mieux connues du fait des experiences realisees tant a GRENOBLE au Service des Transferts Thermiques qu'a CADARACHE (Cabri) et TOULON (travaux de M. PASCOUET). (auteurs)

  14. A brief history and summary of the effects of river engineering and dams on the Mississippi River system and delta

    Science.gov (United States)

    Alexander, Jason S.; Wilson, Richard C.; Green, W. Reed

    2012-01-01

    fields, and protection of channel banks by revetments throughout the basin, have reduced the overall sediment yield of the MRB by more than 60 percent. The primary alterations to channel morphology by dams and other engineering projects have been (1) channel simplification and reduced dynamism; (2) lowering of channel-bed elevation; and (3) disconnection of the river channel from the flood plain, except during extreme flood events. Freshwater discharge from the Mississippi River and its associated sediment and nutrient loads strongly influence the physical and biological components in the northern Gulf of Mexico. Ninety percent of the nitrogen load reaching the Gulf of Mexico is from nonpoint sources with about 60 percent coming from fertilizer and mineralized soil nitrogen. Much of the phosphorus is from animal manure from pasture and rangelands followed by fertilizer applied to corn and soybeans. Increased nutrient enrichment in the northern Gulf of Mexico has resulted in the degradation of water quality as more phytoplankton grow, which increases turbidity and depletes oxygen in the lower depths creating what is known as the "dead zone." In 2002, the dead zone was 22,000 square kilometers (km2), an area similar to the size of the State of Massachusetts. Changes in the flow regime from engineered structures have had direct and indirect effects on the fish communities. The navigation pools in the upper Mississippi River have aged, and these overwintering habitats, which were created when the pools filled, have declined as sedimentation reduces water depth. Reproduction of paddlefish may have been adversely affected by dams, which impede access to suitable spawning habitats. Fishes that inhabit swift-current habitats in the unimpounded lower Mississippi River have not declined as much as in the upper Mississippi River. The decline of the pallid sturgeon may be attributable to channelization of the Missouri River above St. Louis, Missouri. The Missouri River supports a

  15. California State Waters Map Series--Offshore of Ventura, California

    Science.gov (United States)

    Johnson, Samuel Y.; Dartnell, Peter; Cochrane, Guy R.; Golden, Nadine E.; Phillips, Eleyne L.; Ritchie, Andrew C.; Kvitek, Rikk G.; Greene, H. Gary; Krigsman, Lisa M.; Endris, Charles A.; Seitz, Gordon G.; Gutierrez, Carlos I.; Sliter, Ray W.; Erdey, Mercedes D.; Wong, Florence L.; Yoklavich, Mary M.; Draut, Amy E.; Hart, Patrick E.; Johnson, Samuel Y.; Cochran, Susan A.

    2013-01-01

    , and the region is characterized by urban and agricultural development. Ventura Harbor sits just north of the mouth of the Santa Clara River, in an area formerly occupied by lagoons and marshes. The Offshore of Ventura map area lies in the eastern part of the Santa Barbara littoral cell, whose littoral drift is to the east-southeast. Drift rates of about 700,000 to 1,150,000 tons/yr have been reported at Ventura Harbor. At the east end of the littoral cell, eastward-moving sediment is trapped by Hueneme and Mugu Canyons and then transported into the deep-water Santa Monica Basin. The largest sediment source to this littoral cell (and the largest in all of southern California) is the Santa Clara River, which has an estimated annual sediment flux of 3.1 million tons. In addition, the Ventura River yields about 270,000 tons of sediment annually. Despite the large local sediment supply, coastal erosion problems are ongoing in the map area. Riprap, revetments, and seawalls variably protect the coast within and north of Ventura. The offshore part of the map area mainly consists of relatively flat, shallow continental shelf, which dips so gently (about 0.2° to 0.4°) that water depths at the 3-nautical-mile limit of California’s State Waters are just 20 to 40 m. This part of the Santa Barbara Channel is relatively well protected from large Pacific swells from the north and west by Point Conception and the Channel Islands; long-period swells affecting the area are mainly from the south-southwest. Fair-weather wave base is typically shallower than 20-m water depth, but winter storms are capable of resuspending fine-grained sediments in 30 m of water, and so shelf sediments in the map area probably are remobilized on an annual basis. The shelf is underlain by tens of meters of interbedded upper Quaternary shelf, estuarine, and fluvial sediments deposited as sea level fluctuated up and down in the last several hundred thousand years. Seafloor habitats in the broad Santa

  16. Radioactive preparation of defects in solids; Creation de defauts dans les solides au moyen de radioisotopes; Ispol'zovanie radioaktivnosti dlya obrazovaniya defektov v tverdykh telakh; Creacion de deiectos en los solidos mediante radioisotopos

    Energy Technology Data Exchange (ETDEWEB)

    Lambe, J [Physics Department, Ford Motor Company, Scientific Laboratory, Dearborn, MI (United States)

    1962-01-15

    One of the major areas of interest in solid state physics is the study of defects in nearly perfect crystals. The controlled formation of such defects is thus an important aspect of these studies. Chemical additions and radiation damage are among the techniques which have been widely used to make such defects. In the present work some possibilities have been examined of using radioactive decay to form defects in solids. The technique is simply to make as perfect a material as possible but with some of the host crystal atoms radioactive. When these atoms decay the daughter product essentially forms the defect. As a simple means of testing the feasibility of this technique, it was used to prepare tritium atoms trapped in a crystal of solid molecular tritium. The experiments indicate that the technique is feasible and should have particular application to the preparation of free radicals in organic materials which are fairly resistant to radiation damage. (author) [French] L'etude des defauts que presentent les cristaux presque parfaits revet un interet primordial pour la physique de l'etat solide. La formation controlee de defauts de ce genre constitue ainsi un aspect important des travaux dans cette branche de la physique. Parmi les techniques frequemment employees a cette fin, figurent l'addition de produits chimiques et l'induction de dommages par exposition a des rayonnements. Au cours de leurs travaux, les auteurs ont etudie la possibilite de recourir a la desintegration radioactive de plusieurs manieres pour creer des defauts dans les solides. Le procede consiste simplement a produire une matiere ayant une structure aussi parfaite que possible mais dont certains cristaux renferment des atomes radioactifs. Lorsque ces atomes se desintegrent, le defaut est constitue essentiellement par le produit de filiation. Pour explorer par un moyen simple la possibilite d'utiliser ce procede, l'auteur a prepare des atomes de tritium fixes dans un cristal de tritium

  17. PERSPECTIVE: The tripping points of sea level rise

    Science.gov (United States)

    Hecht, Alan D.

    2009-12-01

    , according to Titus et al, is for communities to develop a common vision about which lands will be protected and which lands will yield to the rising sea, similar to the way land use plans identify commercial, residential, agricultural, and conservation lands. The supplementary material in their paper (as well as a related web site suggested by the peer review process of this journal) provides maps that depict the likelihood of shore protection based on existing land use data and the assessment of the local governments. Such maps, they suggest, might be used as a starting point to promote dialogue within communities about which lands should be protected and which lands are allowed to become submerged. A second tripping point relates to conflict between existing environmental laws and their collective ability to respond to the impacts of global warming. For example, property owners are automatically issued permits for construction of hard shore-protection structures (e.g. bulkheads and revetments) without an assessment of their environmental impact. Normally, under the Clean Water Act, the impact of each permit is assessed separately, but there is a special expedited process for activities with no cumulative impact. The Corps of Engineers concluded that shore protection does not have a cumulative impact, and that might be true if shore erosion was rare and stable shores the general rule. But once we recognize that the sea level is rising, then shore erosion becomes the general rule and a cumulative impact is likely. Under the National Environmental Protection Act (NEPA), cumulative impacts have been defined as `the impacts of an activity ``added to other past present and reasonably future actions'' regardless of who takes the other actions'. If the NEPA were actually evoked, it would considerably delay permit approvals and substantially impact the Corps of Engineers' process for issuing permits. The potential impact of sea level rise clearly requires a holistic approach to

  18. Recent Measurements of the Scattering Laws of Some Hydrogenous Moderators; Determination des Lois de Diffusion de Plusieurs Ralentisseurs Hydrogenes; 0423 0421 0422 0410 041d 041e 0412 041b 0415 041d 0418 0415 0417 0410 041a 041e 041d 041e 0412 0420 0410 0421 0421 0415 042f 041d 0418 042f 041d 0410 041d 0415 041a 041e 0422 041e 0420 042b 0425 0412 041e 0414 041e 0420 041e 0414 0421 041e 0414 0415 0420 0416 0410 0429 0418 0425 0417 0410 041c 0415 0414 041b 0418 0422 0415 041b 042f 0425 ; Recientes Comprobaciones de las Leyes de Dispersion en Algunos Moderadores Hidro Genados

    Energy Technology Data Exchange (ETDEWEB)

    Glaeser, W.; Ehret, G.; Merkel, A. [Institut fuer Angewandte Kernphysik, Kernforschungszentrum Karlsruhe, Federal Republic of Germany (Germany)

    1965-06-15

    The measurement of scattering laws for hydrogen-containing materials is of great importance as much for a better understanding of the thermalization of neutrons in such moderators as for a basic physical understanding of the dynamical behaviour of such systems. With the rotating crystal time-of-flight technique double differential scattering cross-sections for benzene, zirconium hydride and ordinary water vapour have been measured. These measurements have been performed with incident neutron energies between 0.018 and 0.06 eV and scattering angles between 20 Degree-Sign and 140 Degree-Sign . Measured Q-values cover the range from 0 to 15 A{sup -1} (here hQ is the momentum transfer). Scattering law data have been extracted from the measured cross-sections and were extrapolated with the help of LEAP and ADDELT calculations to meet energy and momentum transfer values not accessible directly by the experiments. In the cases of benzene and zirconium hydride also the generalized frequency distributions p({beta}) were determined by the extrapolation method. The results for water vapour are compared with theoretical calculations based on the Krieger-Nelkin theory and an improved theory of Griffing. (author) [French] La determination des lois de diffusion pour les matieres hydrogenees revet une grande importance tant pour mieux comprendre le processus de thermalisation des neutrons dans ces ralentisseurs que pour determiner les bases physiques du comportement dynamique de ces systemes. Les auteurs ont mesure les sections efficaces differentielles de diffusion doubles pour le benzene, l'hydrure de zirconium et la vapeur d'eau ordinaire, par la methode du temps de vol faisant appel a un cristal tournant. Ils se sont servis de neutrons incidents d'une energie comprise entre 0, 018 et 0, 06 eV et d'angles de diffusion allant de 20 a 140 Degree-Sign . Les valeurs de Q mesurees couvrent la gamme comprise entre 0 et 15 A{sup -1}(bQ etant le transfert de quantite de mouvement). Les

  19. Non-Destructive Examination of the Heat-Affected Zone of Welded Zr-Nb Alloy; Controle Non Destructif de la Zone d'Un Alliage Zr-Nb Affectee par la Chaleur Lors du Soudage; Nedestruktivnoe ispytanie zony svarnogo shva iz tsirkonij-niobij splava, kotoryj podverzhen teplovomu vliyaniyu; Examen No Destructivo de la Zona de Soldadura Afectada por el Calor en las Aleaciones de Circonio y Niobio

    Energy Technology Data Exchange (ETDEWEB)

    Hanstock, R. F.; Walker, D. C.B. [U.K.A.E.A. Reactor Materials Laboratory, Culcheth (United Kingdom)

    1965-10-15

    chaleur qui sont susceptibles de corrosion pouvaient etre decelees par controle non destructif, en mesurant le potentiel thermoelectrique aux bornes d'une sonde metallique chauffee, en contact avec des parties determinees de la soudure et le metal adjacent. La sonde thermoelectrique est similaire a celle mise au point par l'Association britannique de recherches sur les metaux non ferreux en vue de mesurer l'epaisseur des revetements de plaques de metal; un instrument en vente sur le marche et muni de ce type de sonde peut etre utilise, apres une legere modification, pour le controle des soudures dans les alliages Zr-Nb. Le memoire donne un exemple de la variation de la reponse de la sonde dans des zones affectees par la chaleur lors du sondage; les resultats sont compares a ceux d'un examen en autoclave. (author) [Spanish] Las aleaciones de circonio con 2 Vulgar-Fraction-One-Half % de niobio ofrecen, gracias al tratamiento termico, la ventaja de resistir la presion en los reactores moderados por agua. Por otra parte, ese tratamiento afecta considerablemente a la resistencia a la corrosion en las condiciones de funcionamiento del reactor, siendo de seuealar que pueden surgir puntos especialmente vulnerables en las zonas de las soldaduras sometidas al calor. Las zonas susceptibles de corrosion pueden localizarse mediante tratamiento en autoclase, pero no es conveniente aplicarlo cuando extensos circuitos de presion se arman mediante soldadura. Se ha comprobado que las zonas afectadas por el calor que son vulnerables a la corrosion pueden localizarse por metodos no destructivos consistentes en medir el potencial termoelectrico entre la punta de una sonda metalica caliente en contacto con determinadas partes de la soldadura y el del metal adyacente. La sonda es analoga a la que ha diseueado la British-ferrous Metals Research Association para medir el espesor del chapado de sustratos metalicos. Los instrumentos comerciales equipados con ese tipo de sonda sirven con una

  20. Plasma-Column Equilibrium in Tokamak-5; L'Equilibre d'une Colonne de Plasma dans l'Installation Tokamak-5; Issledovanie ravnovesiya plazmennogo shnura na ustanovke Tokamak-5; El Equilibrio de una Columna de Plasma en la Instalacion 'Tokamak-5'

    Energy Technology Data Exchange (ETDEWEB)

    Muhovatov, V. S. [Institut Atomnoj Ehnergii, Im. I.V. Kurchatova, Moskva, SSSR (Russian Federation)

    1966-04-15

    discharge at B{sub z} = 0, a polarized voltage appeared between the upper and lower segments; this was almost one order of magnitude higher than the electron temperature calculated from the average electrical conductivity of the plasma. At the optimum value of B{sub z} the potential difference was close to zero, and changed its sign with further increase in B{sub z}. A similar dependence on B{sub z} was observed for the currents flowing between the segments when they were connected by low resistance. Connecting all the segments together did not lead to any noticeable change in the displacement of the column or in the other characteristics of the discharge. The current measured between the segments remained insufficient to explain the discrepancy mentioned above, the more so since the latter also occurred when the segments were isolated. The possible causes of this discrepancy are discussed, together with the reasons for the high potential difference between the segments. (author) [French] L'etude exposee dans le memoire fait suite aux travaux de Grigorovitch et Moukhovatov sur les conditions d'equilibre d'une colonne de plasma dans l'installation Tokamak-5. Les caracteristiques de cette installation sont les suivantes; enveloppe en cuivre, grand rayon R = 62,5 cm, petit rayon b= 25 cm; petit rayon du revetement interieur - 20 cm; rayon de l'ouverture du diaphragme - 15 cm (le centre de cette ouverture et celui de la coupe de l'enveloppe coiencident); champ magnetique longitudinal B = 6 a 12 kOe, intensite du courant dans le plasma J = 15 a 20 kA. Au cours des experiences, la pression initiale de l'hydrogene etait de 1,8 a 5 * 10{sup -4} Torr. Entre l'enveloppe et le revetement interieur, on avait dispose des conducteurs qui permettaient de creer a l'interieur de la chambre un champ magnetique transversal B{sub z}, dont les variations etaient synchronisees avec celles. du courant de decharge. Grigorovitch et Mouhkovatov ont montre que les resultats des experiences

  1. Development of UO{sub 2}-Stainless Steel Fuel Plates Containing 30-50 Vol. % Oxide; Fabrication de plaques de combustible en acier inoxydable-UO{sub 2} contenant 30 a 40% d'oxyde (en volume); Razrabotka toplivnykh ehlementov iz nerzhaveyushchej stali i UO{sub 2}, soderzhashchikh 30 - 50 OB.% okisi; Elaboracion de placas de combustible de acero inoxidable UO{sub 2} conteniendo 30 a 40% de oxido (en volumen)

    Energy Technology Data Exchange (ETDEWEB)

    Lloyd, H. [Atomic Energy Research Establishment, Harwell (United Kingdom)

    1963-11-15

    lesquelles les particules de UO{sub 2} sont reparties uniformement dans la matrice en acier inoxydable, ainsi que le procede de revetement des plaques de combustible par rechargement a chaud. On a etudie des operations de laminage comprenant des deformations allant de 40% a 90%, a des temperatures allant jusqu'a 1300{sup o}C pour determiner les conditions optimums de production des noyaux de densite elevee et pour realiser une bonne cohesion entre les elements constitutifs des plaques, la fissuration des particules de UO{sub 2} etant reduite au minimum. L'auteui decrit la fabrication de grandes plaques de combustible composees de plaques a plusieurs noyaux, liees ensemble par laminage a chaud. L'auteur donne des indications sur les proprietes mecaniques de cermets UO{sub 2}-Inox contenant 30, 40 et 50% de UO{sub 2}(en volume), fabriques comme on l'a indique plus haut et essayes bruts de laminage et recuits a diverses temperatures allant jusqu'a 700{sup o}C. Il a utilise a cet effet des echantillons preleves les uns perpendiculairement, les autres parallelement au sens du laminage. Il examine en outre l'influence de la taille des particules de UO{sub 2} et de l'uniformite de leur repartition sur les proprietes mecaniques. Il a determine egalement les forces de liaison entre le noyau et la gaine pour des cermets similaires dans la meme gamme de temperatures. Le memoire contient encore les resultats d'essais de cyclage thermique entre 50 et 800{sup o}C entrepris pour determiner les effets de ce cyclage sur la structure du cermet et la stabilite de la liaison, apres 100, 500 et 1000 cycles. (author) [Spanish] La memoria expone los recientes progresos en lo relativo a la elaboracion de elementos combustibles del tipo de UO{sub 2} y acero inoxidable en placas, que contienen hasta 50% de UO{sub 2} en volumen. Describe la preparacion de particulas esfericas de UO{sub 2} sinterizado, de elevada densidad, de granulome tria comprendida entre 100 y 500, y la compactacion y sinterizacion

  2. The Let Distribution of Dose in Some Tissue Cylinders; Repartition de la Dose en Fonction du TLE dans Quelques Modeles Cylindriques de Tissus; Raspredelenie linejnoj peredachi ehnergii dozy v nekotorykh tkanevykh tsilindrakh; Distribucion de la Dosis en Funcion de la TLE en Algunos Modelos Cilindricos de Tejidos

    Energy Technology Data Exchange (ETDEWEB)

    Snyder, W. S. [Oak Ridge National Laboratory Oak Ridge, TN (United States)

    1964-03-15

    spectre de la dose delivree par des faisceaux de neutrons monoenergetiques a des modeles cylindriques de tissus simulant une souris, un rat, un cobaye, un chien et un homme. On a admis que ces tissus consistaient en H, C, N et C dans les memes proportions que pour l'homme standard. Les sections efficaces de H etaient sensiblement identiques a celles qui sont donnees dans BNL-325 et les sections efficaces de 0 ,N et C ont ete reprises de NDA 2111-3 (volume A ), ORNL-2389 et NDA 12-16, respectivement. On a calcule egalement le cas d'un modele irradie par le spectre de fission modifie utilise par Neary. Les valeurs ainsi obtenues de la repartition de la dose en fonction du TLE, associees aux valeurs de l'EBR recommandees par la CIPR, permettent d'interpreter les effets biologiques de l'exposition aux neutrons. Ces valeurs ont ete comparees aux donnees sur les effets biologiques des neutrons obtenues a la suite de certaines experiences; elles confirment, du moins en partie, les hypotheses generalement admises sur la relation fonctionnelle entre l'EBR et le TLE, par exemple que la possibilite de guerison et l'effet d'oxygene se manifestent essentiellement par les doses a faible TLE. Bien que ces interpretations revetent encore un caractere preliminaire, la repartition de la dose en fonction du TLE pourra servir de base a de nouvelles experiences sur la relation entre l'EBR et le TLE. (author) [Spanish] Cuando un modelo de tejido se expone a neutrones, los nucleos de retroceso formados presentan un espectro energetico continao. Aun en el caso de los neutrones monoenergeticos, se observaran distribuciones continuas de energia para los distintos nucleos de retroceso y, por lo tanto, tambien sera continua la distribucion de la dosis en funcion de la TLE. Utilizando un programa tipo Montecarlo en la calculadora 'Controlled Data 1604', el autor calculo, en funcion de la TLE, el espectro de la dosis proporcionada por haces monoenergeticos'de neutrones a modelos cilindricos de tejidos

  3. Sea-Level Rise Implications for Coastal Protection from Southern Mediterranean to the U.S.A. Atlantic Coast

    Science.gov (United States)

    Ismail, Nabil; Williams, Jeffress

    2013-04-01

    This paper presents an assessment of global sea level rise and the need to incorporate projections of rise into management plans for coastal adaptation. It also discusses the performance of a shoreline revetment; M. Ali Seawall, placed to protect the land against flooding and overtopping at coastal site, within Abu Qir Bay, East of Alexandria, Egypt along the Nile Delta coast. The assessment is conducted to examine the adequacy of the seawall under the current and progressive effects of climate change demonstrated by the anticipated sea level rise during this century. The Intergovernmental Panel on Climate Change (IPCC, 2007) predicts that the Mediterranean will rise 30 cm to 1 meter this century. Coastal zone management of the bay coastline is of utmost significance to the protection of the low agricultural land and the industrial complex located in the rear side of the seawall. Moreover this joint research work highlights the similarity of the nature of current and anticipated coastal zone problems, at several locations around the world, and required adaptation and protection measures. For example many barrier islands in the world such as that in the Atlantic and Gulf of Mexico coasts of the U.S., lowland and deltas such as in Italy and the Nile Delta, and many islands are also experiencing significant levels of erosion and flooding that are exacerbated by sea level rise. Global Climatic Changes: At a global scale, an example of the effects of accelerated climate changes was demonstrated. In recent years, the impacts of natural disasters are more and more severe on coastal lowland areas. With the threats of climate change, sea level rise storm surge, progressive storm and hurricane activities and potential subsidence, the reduction of natural disasters in coastal lowland areas receives increased attention. Yet many of their inhabitants are becoming increasingly vulnerable to flooding, and conversions of land to open ocean. These global changes were recently

  4. Chemical Behaviour of C{sup 11} in Liquid Hydrocarbons; Comportement Chimique de {sup 11}C dans les Hydrocarbures Liquides; Khimicheskaya kharakteristika ugleroda-11 v zhidkikh uglevodorodakh; Comportamiento Quimico del {sup 11}C en Hidrocarburos Liquidos

    Energy Technology Data Exchange (ETDEWEB)

    Voigt, A. F.; Clark, D. E.; Mesich, F. G. [Institute of Atomic Research and Department of Chemistry, Iowa State University, Ames, IA (United States)

    1965-04-15

    valuable information regarding the energy at which stable bond formation can occur, and the nature of the Cu{sup 11} -containing group entering into the reaction. (author) [French] Le carbone-11 est produit par la reaction {sup 12}C({gamma}, n){sup 11}C dans le rayonnement de freinage d'un synchrotron a electrons de 70 MeV. Comme cible, les auteurs ont utilise des hydrocarbures liquides a 5 et 6 atomes de carbone, notamment les pentanes et hexanes normaux, ramifies et alicycliques ainsi que le benzene. Ils ont etudie le comportement de {sup 11}C en separant les produits par chromatographie gazeuse et en comptant le {sup 11}C dans le courant de gaz a l'interieur d'une cellule placee dans un compteur a scintillations a puits. Lors de chaque experience, ils ont compare les rendements en divers produits au rendement en acetylene, utilise comme etalon interne, et, soit a un dispositif de controle au tantale, soit a la mesure de la quantite totale de {sup 11}C produite dans l'ensemble de l'echantillon avant separation. Ils ont etalonne les compteurs a courant gazeux en tenant compte de la quantite totale de {sup 11}C qui est produite pendant les experiences au cours desquelles le carbone de l'echantillon est entierement transforme en CO{sub 2} par combustion, et qui passe dans un compteur de ce type. Les experiences que les auteurs avaient faites anterieurement ne portaient que sur les produits gazeux qui sont maintenant bien determines pour diverses molecules cibles dans differentes conditions de dosage. Les experiences en cours sur des molecules de produit d'une dimension semblable a celle de la cible se sont revelees tres utiles pour determiner les mecanismes de recombinaison des atomes de recul. Le rendement en produit comportant un atome de carbone de plus que la cible, qui est le resultat d'une reaction d'addition, revet un interet particulier. L'emplacement de l'atome supplementaire dans une molecule cible possedant plusieurs emplacements possibles pour l'addition de cet

  5. The Role of Non-Destructive Testing in the Los Alamos Reactor Programme; Role des Essais Non Destructifs dans le Programme de Reacteurs de los Alamos; Rol' nedestruktivnykh ispytanij materialov v Los-Alamosskoj reaktornoj programme; Papel de los Metodos de Ensayo No Destructivo en el Programa de Reactores de Los Alamos

    Energy Technology Data Exchange (ETDEWEB)

    Tenney, G. H. [University of California, Los Alamos Scientific Laboratory, Los Alamos, NM (United States)

    1965-10-15

    the work on this subject has not been previously published. (author) [French] Le Laboratoire scientifique de Los Alamos, exploite par l'Universite de Californie pour la Commission de l'energie atomique des Etats-Unis, s'occupe depuis plus de vingt ans de l'etude, de la mise au point et de la construction de quatre types de reacteurs nucleaires: reacteurs de recherche, reacteurs de puissance, reacteurs pour la propulsion des fusees et assemblages critiques. Le Groupe des essais non destructifs collabore a presque tous les projets et travaux du Laboratoire. Le memoire decrit quelques-unes des methodes inedites d'essais non destructifs qui y ont ete mises au point et sont appliquees dans le cadre du programme de reacteurs. Le reacteur de puissance experimental LAMPRE est fonde sur l'utilisation d'une solution de phosphate d'uranium a haute temperature. Cette solution est tres corrosive et toutes les parties en contact avec elle ont un revetement en or. On a eu recours a des techniques radiographiques speciales pour controler l'or pendant le processus de laminage d'un lingot coule. On a procede de la meme maniere a l'inspection des soudures. Une methode d'inspection fondee sur les variations de potentiel aux electrodes a ete mise au point, pour la detection d'impuretes sur les surfaces d'or. Le reacteur experimental au plutonium fondu LAPRE est fonde sur l'utilisation de plutonium metallique, sous forme liquide plutot que sous forme solide, comme combustible. Le combustible est contenu dans des capsules en tantale. On a eu recours a des methodes non destructives pour verifier le bon etat du metal de base et des soudures pendant la fabrication des capsules, ainsi que pour controler les capsules remplies de plutonium avant, pendant et apres les essais de fusion et solidification. L'essai d'une pompe a plutonium fondu a ete suivi par des methodes radiographiques, en utilisant notamment un circuit ferme de television a rayons gamma. Pour le reacteur experimental a tres haute

  6. Containment of Plasma Trapped in a Magnetic Well; Confinement d'un Plasma Piege dans un Puits Magnetique; Uderzhanie plazmy, zakhvachennoj v magnitnoj yame; Confinamiento de un Plasma Atrapado en un Pozo Magnetico

    Energy Technology Data Exchange (ETDEWEB)

    Francis, G.; Hill, J. W.; Mason, D. W. [United Kingdom Atomic Energy Authority, Culham Laboratory, Abingdon, Berks. (United Kingdom)

    1966-04-15

    'afflux de gaz par etuvage de la chambre ou par evaporation du lithium ont ete infructueux, mais le revetement de lithium presentait des signes de bombardement important le long des lignes cuspidees, entre les barres de Ioffe, Une boucle diamagnetique compensee placee a l'interieur de la chambre a vide a montre que la valeur de {beta}, pour le plasma piege, etait au moins de 0,1; au bout de 50 {mu}s, le diamagnetisme diminuait rapidement, confirmant que le signal prolonge provoque par les atomes neutres doit etre impute, pour une grande part, a l'afflux de gaz neutre. (author) [Spanish] En el trabajo descrito en la presente memoria, los autores emplean un campo magnetico convergente para guiar a lo largo de una lfnea de inyeccion el plasma proveniente de'un canon coaxial, conduciendolo hasta una camara de vacio central, de vidrio. En dicha camara, parte del plasma se refleja en un espejo magnetico y luego queda atrapado por la aplicacion de otro campo especular sometido a pulsaciones rapidas. Tambien es posible aplicar campos estabilizadores haciendo circular una corriente en seis barras de Ioffe paralelas al eje. Los campos de aumento rapido, permanecen aproximadamente constantes durante 1 ms. En anteriores experimentos con plasmas de 4 x 10{sup 10} cm{sup -3} de densidad media y 1 keV de energia ionica, se observo una inestabilidad giratoria con forma de estrias en una geometrfa especular simple, perdiendose el plasma en 60 {mu}s. En presencia de campos estabilizadores, el periodo de los iones de alta energia (medido por la emision de atomos neutros que han sufrido intercambio de cargas) aumento hasta 250 - 400 {mu}s. Este indice de decrecimiento fue mas elevado que el debido al intercambio de carga con una presion residual en el gas de 3 x 10{sup -7} Torr, lo que indica una gran afluencia transitoria de gas desde las paredes de la camara. Experimentos posteriores con plasmas de mayor densidad (n Tilde-Operator 10{sup 13} cm{sup -3}, #Greek Lunate Epsilon Symbol# Tilde

  7. Short-Lived Isotopes Used as Tracers in Industry (with Special Reference to Swedish Industry); Emploi de Radioindicateurs de Courte Periode a l'Echelle Industrielie dans les Usines Suedoises; ПРИМЕНЕНИЕ КОРОТКОЖИВУЩИХ ИЗОТОПОВ В ПРОМЫШЛЕННОСТИ В КАЧЕСТВЕ МЕЧЕНЫХ АТОМОВ; Isotopos de Periodo Corto Utilizados Como Indicadores en la Industria Sueca

    Energy Technology Data Exchange (ETDEWEB)

    Erwall, L. G.; Forsberg, H. G.; Ljunggren, K. [Isotoptekniska Laboratoriet, Stockholm (Sweden)

    1963-03-15

    -mentioned nuclides, a research reactor has sufficient neutron flux for the production of quantities of even curies of the tracers, providing that high specific activity is not a requisite. In Sweden a joint industrial institute, the Isotope Techniques Laboratory, was formed in 1960 to make research and development work and to assist the industrial enterprises with advice, personnel and instruments necessary in industrial radioisotope application. (author) [French] Les methodes reposant sur l'emploi de radioindicateurc jouent, dans les travaux de recherche et les operations de controle industriels, un role dont on reconnait de plus en plus l'utilite. On les emploie avantageusement pour depister les defauts et avaries, pour analyser les caracteristiques des installations de traitement et pour l'etude de ces installations. Les auteurs donnent des exemples typiques d'applications de radioisotopes de courte periode qui peuvent etre produits par des flux de neutrons de moyenne intensite, par exemple: {sup 24}Na, {sup 56}Mn, {sup 82}Br, {sup 140}La, {sup 38}Cl, {sup 42}K et {sup 198}Au. On trouvera ci-apres quelques exemples de ces etudes: Etudes sur le mouvement des solides dans des installations de traitement - fours rotatifs, hauts fourneaux, digesteurs a cellulose, tours de blanchiment, epaississeurs Dorr; determination du debit de liquides dans des canalisations et a decouvert, par exemple, pour mesurer la quantite totale d'eau consommee par une plante ; determination des temps de sejour, de la retention et du volume bloque de liquides a divers stades de la fabrication du papier et de la pate a papier, par exemple; 'pesage' par les methodes de dilution isotopique, en vue de determiner la quantite de scories dans les fours a sole; determination de l'origine des inclusions non metalliques dans l'acier, en vue de l'obtention de meilleurs materiaux de revetement et du perfectionnement des methodes de coulee; marquage aux firs de controle de la qualite, procede permettant d'identifier avec

  8. Patterns of Lethality and Absorbed Dose Distributions in Mice for Monoenergetic Neutrons; Letalite et Distribution de la Dose Absorbee chez la Souris pour des Neutrons Monoenergetiques; Letal'nost' i raspredelenie pogloshchennoj dozy pri obluchenii myshej monoehnergeticheskimi neitronami; Letalidad y Distribucion de las Dosis Absorbidas por el Raton para Neutrones Monoenergeticos

    Energy Technology Data Exchange (ETDEWEB)

    Frigerio, N. A.; Jordan, D. L. [Argonne National Laboratory, Argonne, IL (United States)

    1964-03-15

    gamma and epithermal contaminations, produce the early ''intestinal death'' almost exclusively. (author) [French] La presence de fortes resonances de C, N et O dans la region du spectre situee entre 100 et 1500 keV a permis d'etudier les interactions specifiques neutrons-nucleides d'apres-la letalite, les valeurs maxima de l'EBR, etc. Grace a la reaction {sup 7}Li(p, n){sup 7}Be, on a produit des neutrons monoenergetiques avec des protons de 62 {mu}A resolus a leur sortie d*une machine van de Graaf et dont l'energie allait de 1882 a 2738 keV. Des souris femelles vierges CF-1, placees dans des capsules en celluloide, ont ete exposees aux neutrons monoenergetiques, a des distances de 3,1 a 11,3 cm de la source, sous des angles de 0 a 1 radian. On les a exposees bilateralement, au cours d*un deplacement sur une orbite, circulaire ou elliptique, normale a l'axe du faisceau. On pouvait ainsi controler la distribution de la dose dans le corps de l'animal. On a procede a des mesures absolues du flux avec des compteurs a fission a {sup 235}U et par comptage absolu a l'aide de fils et de feuilles d'or actives a revetement de cadmium. On a mesure les doses absorbees a l'aide de chambres a ionisation et d'un dosimetre a FeSO{sub 4}-NH{sub 4}SCN de haute sensibilite, tout specialement etudie a cette fin. On a procede ensuite a des mesures relatives de la dose avec des compteurs de Hurst a gaz et protons de recul et avec des scintillateurs a {sup 10}B, {sup 6}Li et protons de recul. Les energies des neutrons ont ete mesurees avec des spectrometres speciaux a {sup 10}B, {sup 3}H, {sup 6}Li et semi-conducteurs. On a mesure l'action des rayons gamma avec des chamb rescompteuis a Ne/Ar. Ces mesures ont montre que les rayons gamma constituent moins de 0,8% et les neutrons thermo-epithermiques moins de 0 ,01% de la dose totale exprimee en rad. Les animaux ont ete exposes a des doses moyennes dans l'axe median de 180 a 1200 rad, les energies des neutrons s' echelonnant de 396 a 658 ke

  9. Diffuse Scattering from Alloys and Disordered Systems: Experimental Techniques and Potentialities; Diffusion dans les Alliages et les Systemes Desordonnes; Methodes Experimentales et Possibilites d'Application; Diffuznoe rasseyanie na splavakh i razuporyadochennykh sistemakh. ehksperimental'nye metody i potentsial'nye vozmozhnosti; Dispersion Difusa en Aleaciones y Sistemas Desordenados; Tecnicas Experimentales y Posibilidades

    Energy Technology Data Exchange (ETDEWEB)

    Low, G. G. [Atomic Energy Research Establishment, Harwell, Berks (United Kingdom)

    1965-04-15

    magnetique. On parvient a l'eviter en utilisant un echantillon monocristal ou en employant des neutrons ayant une longueur d'onde suffisante pour qu'aucun phenomene de Bragg ne puisse se produire. Un appareil fonde sur ce dernier principe a ete mis au point a Harwell et utilise pour une gamme etendue de mesures portant sur des alliages ferromagnetiques dilues. L'auteur discute ces travaux ainsi que plusieurs autres qui pourraient etre entrepris dans ce domaine. Parmi ces derniers figurent des mesures de la diffusion magnetique par les sels paramagnetiques. L'observation de cette diffusion revet un grand interet car elle fournit des renseignements directs sur la fraction de spin transferee, par suite de la covalence, d'un ion magnetique aux coordinats qui l'entourent. (author) [Spanish] La finalidad de la memoria es analizar, desde el punto de vista de la teoria y de la practica, las informaciones que pueden obtenerse estudiando la dispersion elastica difusa de neutrones. Se presta particular atencion a los sistemas con distribucion aleatoria de defectos, cada uno de los cuales puede considerarse aislado de los demas, bien por efecto de la dilucion o bien por ser intrinsecamente independiente del medio. En estas condiciones, la intensidad dispersa es proporcional al cuadrado del modulo de una transformada de Fourier respecto de la perturbacion de la amplitud de dispersion asociada al defecto. De este modo pueden obtenerse datos sobre la distribucion espacial de la amplitud de dispersion por defectos realizando las mediciones pertinentes por dispersion neutronica y efectuando una inversion de Fourier. En la practica, dada la gran cantidad de procesos que contribuyen a la actividad de fondo debida a la dispersion difusa, solo se han podido realizar determinados tipos de mediciones. En particular, se han logrado progresos considerables en lo que respecta a los defectos magneticos de las sustancias ferromagneticas en las que la seccion eficaz magnetica puede controlarse cambiando

  10. Current Practice in the Management of High-Bevel Radioactive Wastes in the United States of America; La Pratique Courante de Gestion des Dechets de Haute Activite aux Etats-Unis d'Amerique; 0421 041e 0412 0420 0415 041c 0415 041d 041d 042b 0414 0 ; Metodos Corrientes de Tratamiento y Evacuacion de Desechos de Elevada Actividad Aplicados en los Estados Unidos de America

    Energy Technology Data Exchange (ETDEWEB)

    Campbell, Bruce F.; Doud, Edward; Tomlinson, R. E. [General Electric Company, Hanford Atomic Products Operation, Richland, WA (United States)

    1963-02-15

    contenu de reservoir pour le stocker dans un autre. On a constate une radioactivite dans le terrain entourant les reservoirs defectueux, mais cette radioactivite n'a pas atteint l'eau outerraine. Un cinquieme reservoir a ete mis hors service parce qu'on a constate une deformation du revetement d'acier. A Savannah River, on a construit des citernes d'acier ordinaire dans des caves en beton. Quatre de ces citernes ont presente de petites fissures laterales a la suite d'une corrosion dans les zones a soudures. La faible quantite de dechets qui avait suinte a travers les fissures a ete recuperee dans la cave et remise dans les citernes. Le suintage a maintenant cesse et les reservoirs sont toujours en usage. A Idaho Falls, ce sont des citernes d'acier inoxydable construites dans des caves en beton. Leur utilisation ne s'est heurtee a aucun probleme et on n'a pas constate de defaillance des recipients. Ainsi, la methode courante de stockage des solutions radioactives donne des resultats excellents puisqu'elle empeche que des quantites appreciables de radioactivite ne s'echappent dans le milieu ambiant; mais on continue a penser qu'on pourrait trouver un meilleur procede d'un cout raisonnable pour assurer le stockage de longue duree des matieres radioactives. (author) [Spanish] En un principio, se atendio a la necesidad de confinar en lugar seguro los productos de fision y elementos transurinicos radiactivos construyendo grandes depositos subterraneos. Este sencillo procedimiento sigue aplicandose .en la actualidad, habiendose acumulado mas de 70 milliones de gallones de soluciones radiactivas en unos 200 depositos subterraneos pertenecientes a la Comision de Energia Atomica de los Estados Unidos. Se utilizan depositos de muy diferentes tipos. Esta variedad es consecuencia de la diversidad de las cantidades y composiciones de los desechos que han de almacenarse, de las condiciones ambientales de los diferentes lugares de almacenamiento y de los criterios tecnicos aplicados. Los

  11. Scintillation Scanning of the Spleen with Red Cells Labelled with Cr{sup 51}; Scintigraphie de la Rate au Moyen d'Hematies Marquees au Chrome-51; Stsintillyatsionnoe skennirovanie selezenki s pomoshch'yu ehritrotsitov mechennykh Khromom-51; Exploracion Centelleografica del Bazo Mediante Eritrocitos Marcados con Cromo-51

    Energy Technology Data Exchange (ETDEWEB)

    Spinelli-Ressi, F. [Istituto di Radiologia e Medicina Nucleare, Ospedale Maggiore, Milan (Italy)

    1964-10-15

    the scanning procedure has been used in objectively demonstrating modifications in spleen size after roentgen- ray therapy. (author) [French] L'auteur a obtenu des scintigrammes satisfaisants de la rate au moyen d'hematies marquees au chrome-51, alterees suivant deux methodes differentes. La methode utilisee en premier lieu consistait a sensibiliser les hematies in vitro en les revetant d'anticorps anti-D incomplet. Avec cette methode, la concentration dans la rate des hematies sensibilisees est proportionnelle au volume de serum anti-D utilise pour la sensibilisation. L'auteur a obtenu des scintigrammes satisfaisants en utilisant, par ml d'hematies, 0,50 ml de serum anti-D dilue a 1:128, dont le titre initial etait de 1:512. Bien qu*elle ait donne de bons resultats, la methode de sensibilisation, qui ne peut etre utilisee que chez des patients a Rh positif, a ete remplacee par une autre methode dans laquelle les hematies sont alterees thermiquement; cette seconde methode est techniquement plus facile et peut egalement etre appliquee chez des patients a Rh negatif. L'image de la rate est nettement delimitee dans tous les cas, sans interference due a la radioactivite hepatique. Le rapport rate:foie varie entre 5 et 10. A ce jour, l'auteur a etabli des scintigrammes de la rate pour une soixantaine de patients. Aucune reaction clinique, immediate ou differee, n*a ete observee a la suite de l'injection d'hematies sensibilisees ou alterees thermiquement. La dose de rayonnement delivree au patient etant inferieure a la dose administree dans de nombreux examens radiologiques et cliniques au moyen des radioisotopes, cette methode scintigraphique est largement utilisee a l'hopital de l'auteur pour le diagnostic differentiel des masses de la partie gauche de l'abdomen. Parmi les cas etudies, il convient de citer deux cas de splenomegalie associee a une tumeur du rein gauche, un cas de maladie de Banti chez un sujet presentant les symptomes d'un neoplasme du colon descendant et

  12. Photofission of Even-Even Nuclei Near the Threshold; Photofission des Noyaux Pair-Pair au Voisinage du Seuil; 0424 041e 0422 041e 0414 0415 041b 0415 041d 0418 0415 0427 0415 0422 041d 041e - 0427 0415 0422 041d 042b 0425 042f 0414 0415 0420 0412 0411 041b 0418 0417 0418 041f 041e 0420 041e 0413 0410 ; Fotofision de los Nucleos Par-Par Cerca del Umbral

    Energy Technology Data Exchange (ETDEWEB)

    Rabotnov, N. S.; Smirenkin, G. N.; Soldatov, A. C.; Usachev, L. N. [Fiziko-Energeticheskij Institut, Obninsk, SSSR (Russian Federation); Kapica, S. P.; Cipenjuk, I. Ju.M. [Institut Fizicheskih Problem, Moskva, SSSR (Russian Federation)

    1965-07-15

    exceed 3 to 3.5%. Of the even-even fissionable nuclei investigated, Pu{sup 240} shows the effect of ''quadrupole'' fission most clearly and Th{sup 232} least. The results of the measurements may be used to assess the relationship of the partial cross-sections of photoabsorption in heavy nuclei. The question of the parity of the ground state of Pu{sup 239} is discussed in the context of the results of measurements of the angular distributions of Pu{sup 239} photofission fragments exhibiting a change in the anisotropy sign in accordance with the predictions of the theory for channels with K = 1/2 and 3/2. (author) [French] Les auteurs indiquent les resultats qu'ils ont obtenus en mesurant la distribution angulaire des fragments formes dans la photofission de {sup 238}U, {sup 232}Th, {sup 240}Pu et {sup 239}Pu; les mesures ont ete faites a l'aide d'un faisceau gamma de rayonnement de freinage. Comme source de rayons gamma ils ont utilise le microtron de 12 MeV de l'Institut de physique de l'Academie des sciences de l'URSS. Grace a l'intensite du rayonnement emis, il a ete possible de mesurer les distributions angulaires dans la region des energies gamma a E{sub max} < 6 MeV, qui revet un interet particulier et n'a pas encore ete etudiee. Les recherches ont porte sur les gammes d'energies ci-apres: 5,2 a 9,2 MeV pour {sup 238}U; 5,4 a 6,9 MeV pour {sup 2}'3{sup 2}Th; 5,4 a 7,9 MeV pour {sup 240}Pu; 5,4 a 7,9 MeV pour {sup 239}Pu, Le memoire indique les resultats de la mesure des distributions angulaires dans la photofission de {sup 238}U et {sup 232}Th par rayons gamma provenant de la reaction {sup 19}F(p, {alpha}{gamma}){sup 16}O. Comme source de rayons gamma on a employe une cible epaisse en CaF{sub 2} exposee a des protons de 1,45 MeV. Ces mesures ont permis d'etablir, conformement a la plupart des experiences anterieures, mais contrairement aux donnees obtenues par Lazareva et al. ainsi que par Forknian et Johansson, que dans le domaine d'energie E Less

  13. Post-Construction Testing of the Elk River, Hallam and Piqua Power Reactor Plants; Essais apres construction des centrales nucleaires d'Elk River, de Hallam et de Piqua; Predehkspluatatsionnoe ispytanie Ehlk-riverskoj, Khehlpemskoj i Pikuaskoj ehnergeticheskikh reaktornykh ustanovok; Ensayos posteriores a la construccion de las centrales nucleoelectricas de Elk River, Hallam y Piqua

    Energy Technology Data Exchange (ETDEWEB)

    Pursel, C. A. [United States Atomic Energy Commission, Argonne, IL (United States)

    1963-10-15

    : Reacteur de puissance d'Elk River. On a decouvert des craquelures dans certaines parties du revetement du caisson du reacteur. Il a fallu faire des recherches et des analyses poussees ainsi que des reparations et apporter des modifications a la cuve. La capacite de separation de la vapeur etait insuffisante; il a fallu remplacer et modifier certaines parties du circuit a l'interieur du caisson. Centrale nucleaire de Hallam. On a constate que de l'helium etait entzaihe dans le sodium, et il a fallu modifier le circuit secondaire du sodium. On a decouvert une defaillance d'un tube dans l'echangeur de chaleur intermediaire (sodium-sodium); il a fallu proceder a des analyses pour en rechercher la cause, et demonter l'echangeur pour le reparer. Centrale nucleaire de Piqua. En nettoyant les canalisations avec des produits chimiques, on a endommage plusieurs vannes et il a fallu soit les reparer soit les remplacer. Des fuites dans le circuit du fluide de refroidissement organique et dans le circuit de rechauffage par circulation de vapeur ont provoque des retards repetes. Une fois terminees les reparations et apportees les modifications necessaires, les performances de chacun des trois reacteurs concordaient etroitement avec les predictions des plans. (author) [Spanish] La experiencia adquirida directamente en los ensayos efectuados despues de terminada la construccion de las tres centrales nucleoelectricas del programa de demostracion de reactores de potencia de la Comision de Energia Atomica de los Estados Unidos permite deducir ciertos principios generales acerca de esta fase de la construccion y explotacion de las centrales. Las tres instalaciones, a saber, el reactor de Elk River (ERR), la central nucleoelectrica de Hallam (HNPF) y la central nucleoelectrica de Piqua (PNPF), representan tres conceptos diferentes en materia de reactores: el de agua hirviente con circulacion natural, el de sodio-grafito y el de moderador y refrigerante organicos, respectivamente. El periodo de