Academic literature on the topic 'The drainage basin'

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Journal articles on the topic "The drainage basin"

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Engstrom, W. N. "Morphometric analysis of mountain drainage basins in the Basin and Range Province, USA." Zeitschrift für Geomorphologie 33, no. 4 (December 27, 1989): 443–53. http://dx.doi.org/10.1127/zfg/33/1989/443.

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Craig, Cody Andrew, and Timothy Hallman Bonner. "Drainage basin checklists and dichotomous keys for inland fishes of Texas." ZooKeys 874 (September 2, 2019): 31–45. http://dx.doi.org/10.3897/zookeys.874.35618.

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Species checklists and dichotomous keys are valuable tools that provide many services for ecological studies and management through tracking native and non-native species through time. We developed nine drainage basin checklists and dichotomous keys for 196 inland fishes of Texas, consisting of 171 native fishes and 25 non-native fishes. Our checklists were updated from previous checklists and revised using reports of new established native and non-native fishes in Texas, reports of new fish occurrences among drainages, and changes in species taxonomic nomenclature. We provided the first dichotomous keys for major drainage basins in Texas. Among the 171 native inland fishes, 6 species are considered extinct or extirpated, 13 species are listed as threatened or endangered by U.S. Fish and Wildlife Service, and 59 species are listed as Species of Greatest Conservation Need (SGCN) by the state of Texas. Red River drainage basin was the most speciose with 120 fishes. Rio Grande & Pecos drainage basin had the greatest number of threatened or endangered fishes (N = 7) and the greatest number of SGCN fishes (N = 28). We revised drainage basin occurrences for 77 species. Drainage basin checklists and dichotomous keys provide finer resolution of species distributions within the geopolitical boundaries of Texas and can reduce probability of errors in fish identification errors by removing species not occurring within a natural boundary.
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Vallianatos, Filippos, and Maria Kouli. "Evidence of Hierarchy in the Drainage Basins Size Distribution of Greece Derived from ASTER GDEM-v2 Data." Applied Sciences 10, no. 1 (December 28, 2019): 248. http://dx.doi.org/10.3390/app10010248.

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The drainage basins of Greece are analyzed in terms of hierarchy and discussed in view of Tsallis Entropy. This concept has been successfully used in a variety of complex systems, where fractality, memory and long-range interactions are dominant. The analysis indicates that the statistical distribution of drainage basins’ area in Greece, presents a hierarchical pattern that can be viewed within the frame of non-extensive statistical physics. Our work was based on the analysis of the ASTER GDEM v2 Digital Elevation Model of Greece, which offers a 30 m resolution, creating an accurate drainage basins’ database. Analyzing the drainage size (e.g., drainage basin area)-frequency distribution we discuss the connection of the observed power law exponents with the Tsallis entropic parameters, demonstrating the hierarchy observed in drainage areas for the set created for all over Greece and the subsets of drainages in the internal and external Hellenides that are the main tectonic structures in Greece. Furthermore, we discuss in terms of Tsallis entropy, the hierarchical patterns observed when the drainages are classified according to their relief or the Topographic Position Index (TPI). The deviation of distribution from power law for large drainages area is discussed.
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Olsen, H. "Sedimentary basin analysis of the continental Devonian basin in North-East Greenland." Bulletin Grønlands Geologiske Undersøgelse 168 (January 1, 1993): 1–80. http://dx.doi.org/10.34194/bullggu.v168.6724.

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Continental Devonian sediments attain a stratigraphic thickness in excess of 8000 m in North-East Greenland. Four tectonostratigraphic basin stages are recognized in the succession defined by drainage patterns and bounding unconformities and named according to their constituent Iithostratigraphic units. The oldest Vilddal basin stage exhibits eastward drainage, the succeeding Kap Kolthoff - Kap Graah basin stage exhibits southward drainage, northward drainage characterizes the Celsius Bjerg basin stage, and southwestward drainage is characteristic of the youngest Harder Bjerg basin stage.
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Plotnikova, A. S., and A. O. Kharitonova. "Identification of drainage basin borders at local spatial scale." Forest science issues 2, no. 2 (June 14, 2019): 1–8. http://dx.doi.org/10.31509/2658-607x-2019-2-2-1-8.

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Hassan, Marwan A., and Michael Church. "Special issue: drainage basin dynamics." Geomorphology 45, no. 1-2 (June 2002): 1–2. http://dx.doi.org/10.1016/s0169-555x(01)00185-4.

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Hadley, R. F. "Drainage Basin Sediment Delivery Symposium." Eos, Transactions American Geophysical Union 68, no. 15 (1987): 212. http://dx.doi.org/10.1029/eo068i015p00212-01.

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Lucinda, Paulo Henrique Franco. "Systematics and biogeography of the genus Phalloceros Eigenmann, 1907 (Cyprinodontiformes: Poeciliidae: Poeciliinae), with the description of twenty-one new species." Neotropical Ichthyology 6, no. 2 (2008): 113–58. http://dx.doi.org/10.1590/s1679-62252008000200001.

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The genus Phalloceros is revised. Phalloceros caudimaculatus (Hensel, 1868) and twenty-one new species are recognized in Phalloceros. The species and their distributions are: P. alessandrae, small coastal drainages of the Paraná State; P. anisophallos, small coastal drainages of the Rio de Janeiro State; P. aspilos, rio Parati-Mirim, Rio de Janeiro; P. buckupi, small coastal drainages of the Paraná State; P. caudimaculatus (Hensel, 1868), laguna dos Patos system, lower rio Uruguay, drainages of rio Tramandaí, rio Mampituba and coastal drainages of Uruguay and Argentina; P. elachistos, rio Doce drainage and small coastal drainages of the Espírito Santo State; P. enneaktinos, córrego da Toca do Boi, Rio de Janeiro; P. harpagos, rio Paraná-Paraguai basin and coastal drainages from Espírito Santo to Santa Catarina States; P. heptaktinos, rio Jacuí drainage; P. leptokeras, middle portions of rio Paraíba do Sul drainage; P. leticiae, upper rio Araguaia; P. lucenorum, rio Juquiá drainage; P. malabarbai, coastal drainage of the Santa Catarina State; P. megapolos, drainages of rio São João, rio Cubatão (North) and small adjacent drainages of the Paraná State; P. mikrommatos, rio João de Tiba basin, a coastal drainage of the Bahia State; P. ocellatus, coastal drainages of the Bahia and Espírito Santo States; P. pellos, small coastal drainages of the Paraná State; P. reisi, headwaters of rio Tietê, rio Paraíba do Sul, rio Ribeira de Iguape, and small coastal drainages of the São Paulo State; P. spiloura, coastal drainages of the Rio Grande do Sul and Santa Catarina States; P. titthos, coastal drainages of the Paraná State; P. tupinamba, rio Itamambuca and rio Macacu drainages, small coastal drainages of the São Paulo and Rio de Janeiro States, and P. uai, rio São Francisco basin. A lectotype for Girardinus caudimaculatus is designated. Diagnoses of intrageneric clades of Phalloceros are provided. Diagnoses and descriptions of distributions are provided for each species as well as a key for identification. Phylogenetic and biogeographical features of Phalloceros are discussed.
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Londoño-Burbano, Alejandro, César Román-Valencia, and Donald C. Taphorn. "Taxonomic review of Colombian Parodon (Characiformes: Parodontidae), with descriptions of three new species." Neotropical Ichthyology 9, no. 4 (2011): 709–30. http://dx.doi.org/10.1590/s1679-62252011000400003.

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We review species of Parodon Valenciennes, 1850 from the Magdalena, Cauca, Orinoco, Amazonas, Atrato and Caribbean-Guajira River basins of Colombia using meristic and morphological characters. We recognize eight valid species, five previously described: P. apolinari Myers, from the Orinoco River basin; P. buckleyi Boulenger and P. pongoensis (Allen) from the upper Amazon; P. caliensis Boulenger, from the upper Cauca River drainage; and P. suborbitalis Valenciennes, from Lake Maracaibo basin. Three new species are described: P. alfonsoi, from the lower Magdalena River drainage; P. magdalenensis, from the middle Magdalena and upper Cauca River drainages; and P. atratoensis, from the Atrato River basin. We redescribe Parodon suborbitalis using type specimens and topotypes, and designate lectotypes. A taxonomic key is included for identification of the species, as well as geographic distribution maps.
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Bonato, Karine Orlandi, and Juliano Ferrer. "New record and distribution extension of Phalloceros spiloura Lucinda, 2008 (Cyprinodontiformes: Poeciliidae)." Check List 9, no. 6 (December 1, 2013): 1545. http://dx.doi.org/10.15560/9.6.1545.

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Phalloceros spiloura Lucinda, 2008 is known from the coastal drainages of Rio Grande do Sul and Santa Catarina States, Iguaçu and Uruguai river basins. Its geographic distribution is herein extended to a new basin, the Laguna dos Patos system, an isolated costal drainage from Southern Brazil.
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Dissertations / Theses on the topic "The drainage basin"

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Fleming, Robert J. (Robert James) 1962. "Prediction of stream channel location from drainage basin boundaries." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/53044.

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Thesis (S.M.)--Massachusetts Institute of Technology, Dept. of Earth, Atmospheric, and Planetary Sciences, 2001.
"February 2001."
Includes bibliographical references (leaves 17-19).
Common methods of extracting representations of drainage networks from raster digital elevation models for hydrological and geomorphological applications are similar to a class of image processing methods known as grayscale watershed algorithms. These algorithms partition a field of scalar values into connected regions based on a local minimum associated with each region. A related class of image processing algorithms, known as 2-dimensional skeletonization algorithms, reduce a planar shape to a one-dimensional, connected, graph-like structure, called a skeleton, that maintains significant information about the properties of the original shape. The morphological similarity between the skeleton of a region and a drainage network suggest that skeletonization algorithms might be used to relate basin shape to the drainage network within the basin. This idea was examined by applying two 2-dimensional skeletonization algorithms to two drainage basin boundary shapes extracted from digital elevation models to attempt to predict stream channel locations within the basin. The skeletons computed for the two basins studied did not predict the location of principal channels in the interiors of the basins studied. This is due, at least in part, to the fact that these two dimensional algorithms only consider symmetry with respect to plan view basin shape, with no consideration made of relative elevations along basin boundaries or position of the boundary points with respect to the basin outlet. In convex outward salients of the upper reaches of the two basins studied, the position and planform of computed skeletons agree reasonably well with the upper reaches of drainage networks derived from the digital elevation model. This observation suggests a relationship between basin boundary shape and the location and form of the channel network, at least in the neighborhood of the boundary in upper portions of the basins. A brief review of recent results from computational geometry and image analysis suggest several possible methods of extending this analysis to incorporate relative elevation along the boundary and orientation of the boundary with respect to the basin outlet, and possibly resolving this question.
by Robert J. Fleming, Jr.
S.M.
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Tomaz, Paula Alves. "Geoecological analysis of weir drainage basin Forquilha, CearÃ, Brazil." Universidade Federal do CearÃ, 2015. http://www.teses.ufc.br/tde_busca/arquivo.php?codArquivo=14650.

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A atualidade à marcada por uma forte exploraÃÃo aos recursos naturais sendo que o resultado da sobre-exploraÃÃo à refletido imediatamente na paisagem. Os ambientes aquÃticos sÃo um dos sistemas que rapidamente respondem as modificaÃÃes instauradas sobre o seu meio, dessa forma, as bacias hidrogrÃficas apresentam-se como Ãreas excelentes para estudos de diagnÃstico, pois podem indicar transformaÃÃes ocorridas em escala espacial e temporal como foi realizado por Gorayeb (2008) e Lima (2012). Foi nesse sentido que se desenvolveu um estudo na bacia de drenagem do aÃude Forquilha, localizada no setor noroeste do estado do CearÃ, regiÃo semiÃrida do estado entre as coordenadas 40Â06â51ââ de longitude oeste e 3Â45â39ââ de latitude sul. A bacia de drenagem do aÃude Forquilha abrange uma Ãrea de 191,83 Km2 e està inserida dentro do municÃpio Forquilha, no distrito de mesmo nome, distante 220 km de Fortaleza. AlÃm do aÃude Forquilha existem na Ãrea outros reservatÃrios de pequeno porte como o aÃude Pocinhos e o Juazeiro. O trabalho teve como objetivo a efetivaÃÃo de uma anÃlise geoecolÃgica, baseada no estudo das paisagens, visando à obtenÃÃo de um diagnÃstico do estado dos recursos naturais. Metodologicamente, utilizou-se da Geoecologia das Paisagens que visa à investigaÃÃo do meio natural atravÃs de um enfoque sistÃmico, desta forma, fundamentando-se principalmente nos trabalhos de Rodriguez; Silva; Cavalcanti (2004); Rodriguez, Silva (2002) e Rodriguez, Silva, Leal (2011). Para isso, realizou-se um levantamento bibliogrÃfico e cartogrÃfico; elaboraram-se mapas temÃticos da bacia na escala de 1:80000 atravÃs das tÃcnicas de geoprocessamento com apoio de produtos cartogrÃficos como a Folha SA.24-X-D-IV Sobral na escala de 1:100.000 (1972) alÃm de imagens de satÃlite Landsat 5 e 8 (2009/2014) que tambÃm serviram como suporte as prÃticas de campo. Com a efetivaÃÃo da anÃlise paisagÃstica, obteve-se a caracterizaÃÃo e a classificaÃÃo da paisagem identificando cinco unidades na bacia onde se apontou suas potencialidades e limitaÃÃes. Com o diagnÃstico, pode-se afirmar que a paisagem da bacia do aÃude Forquilha encontra-se descaracterizada de seus aspectos naturais com processos acelerados de degradaÃÃo, pois identificaram-se diversos impactos negativos na Ãrea como o desmatamento, a degradaÃÃo dos solos e a poluiÃÃo do aÃude Forquilha que apresentou eutrofizaÃÃo na maior parte do ano de acordo com as anÃlises realizadas. Por fim, constatou-se que o uso e ocupaÃÃo do solo na Ãrea vÃm sendo realizado de forma irregular o que indica a necessidade de se propor aÃÃes educativas junto à populaÃÃo e aos ÃrgÃos administrativos responsÃveis pela gestÃo da bacia a fim de viabilizar o uso sustentÃvel dos recursos naturais.
Nowadays has been marked by a strong exploration for natural resources and the result of overexploitation is reflected immediately in the landscape. The aquatic environments are one of the systems that respond quickly to changes brought about it thus the hidrografic basins are presented as excellent areas for studies of diagnostic as they may indicate transformations in spatial and temporal scale as done by Gorayeb (2008) and Lima (2012). It was developed in this sense a study on the river drainage basin the Forquilha dam, located northwest of Cearà semiarid region of the state in the coordinates 40Â06'51 '' west longitude and 3Â45'39 '' south latitude. The river drainage basin Forquilha dam covers an area of 191, 83 km2 and is inserted into the Forquilha municipality in the district of the same name, 220km far from Fortaleza. In addition to the Forquilha dam exist in the area other small reservoirs as the Pocinhos dam and Juazeiro dam. The study aimed to the realization of a geoecological analysis, based on the study of landscapes, in order to obtain a diagnosis of the state of natural resources. Methodologically, it was used the Geoecology of Landscapes that aims to research the natural environment through a systemic approach in this way, basing it primarily on studies of Rodriguez; Silva; Cavalcanti (2004); Rodriguez; Silva (2002) and Rodriguez; Silva; Leal (2011). For this, there was a literature and mapping research; it was prepared thematic maps of the basin in the scale of 1: 80,000 by using geoprocessing techniques with the support of cartographic products as SA.24-XD-IV Sobral leaf on a scale of 1: 100,000 (1984) as well as Landsat 5 satellite images and 8 (2009/2014) which also served to support the practical field. With the conclusion of landscape analysis, obtained the characterization and the landscape classification identifying five units in the basin where they pointed their potentialities and limitations. With the diagnosis, it can be said that the landscape of Forquilha dam basin is uncharacteristic of their natural aspects with accelerated processes of degradation for many negative impacts such as deforestation in the area has been identified, soil degradation and pollution on the Forquilha Weir and eutrophication presented most of the year according to the analyzes. Finally, it was found that the use and occupation of land in the area have been held irregularly indicating the need to propose educational activities among the population and the administrative agencies responsible for basin management in order to enable the sustainable use of natural resources.
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Pease, Lindsay Anne. "Characterization of Agricultural Subsurface Drainage Water Quality and Controlled Drainage in the Western Lake Erie Basin." The Ohio State University, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=osu1461329788.

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Ali, Hatem M. M. "Water and salt management strategies in a closed drainage basin." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/nq44346.pdf.

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Stokes, Martin. "Plio-Pleistocene drainage evolution of the Vera Basin, SE Spain." Thesis, University of Plymouth, 1997. http://hdl.handle.net/10026.1/1289.

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The Vera Basin is used as a case study to examine the structural evolution and sedimentary response of a basin undergoing uplift and inversion during the Plio-Pleistocene. Particular emphasis is placed on the drainage evolution during that period. Located within the Internal zone of the Betic Cordilleras, the Vera Basin is defined within a large left-lateral shear zone and has evolved as a reponse to isostatic uplift from nappe emplacement during the Oligocene, and by regional compressive tectonics. Since basin formation during the Seravallian, sedimentary fill has been dominantly marine. During the Plio-Pleistocene a switch from marine to continental conditions occurred. These sediments (Cuevas, Espiritu Santo and Salmerbn Formations) represent the final stages of basin fill and form the focus of this study. The Cuevas Formation represents an early Pliocene marine transgression within the Vera Basin. Early sedimentation mulled a pronounced submarine topography produced by a rapid late Miocene fall in sealevel. A broad, shallow shelf platform area existed which opened out to the Pliocene Mediterranean Sea towards the east. Along the northern and western basin margins, wave dominated shorelines were formed. Structural activity was confined to low amounts of basin subsidence and limited left lateral strike-slip movement along the Palomares Fault Zone. The Espiritu Santo Formation marks a major palaeogeographic reorganisation and the final marine phases of the Vera Basin during the mid to late Pliocene. Unsteady strike-slip movement along the Palomares fault zone on the eastern basin margin partially enclosed the Vera Basin by northwards movement of a structurally detached landmass. Gilbert-type fan-delta bodies prograded westwards from the landmass (Sierra Almagrera), infilling the central region of the basin. Early fan-delta sediments were reworked into shoreline areas along the western and northern basin margins. Western margin shorelines retreated northwards as a response to partial enclosure and a gradual lowering of sea-level. Late stages of the Espiritu Santo Formation, saw a fan-delta body prograde from the northern basin margins. Interaction between the basinal and marginal fan-delta bodies enclosed the northern region of the Vera Basin. A swamp/mangrove environment developed within the enclosed northern basin area suggesting a humid, sub-tropical climate. Continental conditions were established during Salmerön Formation times in the late Pliocene. Along the western and northern basin margins, the retreating Pliocene shorelines provided a topography onto which the primary consequent drainage network developed. Three separate drainage systems can be identified on the basis of clast assemblages, palaeocurrents, depositional style and morphological expression. Early deposition was characterised by the progradation of alluvial fans of two drainage systems (Cuevas & Jauro), sourced from the northern and western basin margins. Distal areas of the northern fan system intercalated with an evaporitic playa lake. A third drainage system in the northwest of the basin (Salmerbn) developed within a topographic low between the two fan systems. An increase in structural activity towards the end of the Salmerbn Formation was characterised by a basin wide phase of north-south compression. Uplift and extensional faulting lead to abandonment of the primary drainage network. Fan entrenchment and minor rerouting of sediment supplies marked the establishment of a new secondary consequent drainage network during the Pleistocene. The Pleistocene drainage network records the progressive dissection of the Vera Basin as a response to ongoing regional epeirogenic uplift. During this post-inversion phase the Rios Antas, Almanzora and Aguas developed respectively along the western, northern and southern basin margins as- a series of braided streams. Distal, coastal areas of this drainage network are recorded by a series of Pleistocene shoreline sequences which developed as a response to fluctuating sea-level during the Pleistocene glacial and interglacial periods. Early Pleistocene proximal parts of the drainage network are well preserved. Distal parts of the Pleistocene fluvial system display limited evidence for interaction between the drainage network and shoreline sequences. This lack of preservation relates to the high energy, wave dominated depositional setting of the Pleistocene shoreline areas which reworked fluvial sediment inputs into the shoreline environment. The Plio-Pleistocene evolution of the Vera Basin, and in particular the development of the fluvial during system this period has been highly complex. Despite the importance of sea-level and climatic controls, tectonic activity during this period of basin inversion has been the dominant control on the positioning of the drainage networks, depositional styles and sediment supply.
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Dunn, Sarah M. "Modelling the hydrological effects of land use change in a large UK river basin." Thesis, University of Newcastle Upon Tyne, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.295531.

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Bandeen, R. F. "Additional Case Study Simulations of Dry Well Drainage in the Tucson Basin." Water Resources Research Center. The University of Arizona, 1987. http://hdl.handle.net/10150/306945.

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Final Report to Pima County Department of Transportation and Flood Control District, June 1987.
Executive Summary: Three case study simulations of dry well drainage were performed using the saturated-unsaturated groundwater flow model UNSAT 2. Each case simulated injection of storm water runoff water into a dry well from two five-year, one-hour storm events, separated by a 24-hour lag period. The first case assumed subsurface conditions of a uniform gravelly sand material from land surface to the water table at 100 feet below land surface. The second case assumed the same gravelly sand, underlain by a uniform sandy-clay loam material beginning at 30 feet below land surface and extending to the water table. The third case assumed the same conditions as in Case 2, except for a sandy loam soil replacing the sandy-clay loam material. Simulated subsurface flow of injection water for the first case was primarily vertical. The cross-sectional radius of the 95% saturated portion of the drainage plume reached a maximum of about nine feet during stormwater injection. In the second and third cases, horizontal flow took place at the layer boundary between the gravelly sand and underlying fine material. As a result, the cross-sectional radius of the 95% saturated portion of the drainage plume reached a maximum of about 27 feet for Case 2, and about 21.5 feet for Case 3. Arrival times of injection water at the water table varied from between 0.25 and 0.75 hours (Case 1), and between 130 and 150 hours (Case 2). Attenuation of water-borne pollutants in the vadose zone is related to the degree of exposure of drainage water to soil particle surfaces. The specific surface area of soil particles to which drainage water was exposed was used as an indicator of the relative degree of attenuation that may take place among the three cases. The ratio of specific surface area of soil matrix exposed to the portion of the subsurface reaching a state of 80% saturation was approximately 1 : 16.2 : 5.6 (Case 1 : Case 2 : Case 3).
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Meikle, Christopher D. "The Pleistoocene drainage evolution of the Rio Almanzora, Vera Basin, SE Spain." Thesis, University of Newcastle Upon Tyne, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.500945.

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This study concerns the Pleistocene drainage evolution of the lower reaches of the Rio Almanzora in the Vera Basin, SB Spain. Although the principal aim is to establish the relative importance of tectonics, climate and sea-level controls on the development of this fluvial system, the results contribute to a much wider debate concerning the nature of fluvial system evolution.
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Blum, Astrid Juliette. "Controls on long-term drainage development of the Carboneras Basin, SE Spain." Thesis, University of Plymouth, 2007. http://hdl.handle.net/10026.1/2220.

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The impact of external and internal controls on long-term drainage evolution can play an important role in the research on global changes. For longer term controls such as tectonics and climate this necessitates the use of a long time-scale such as the Plio/Pleistocene, and the integration of both geological and geomorphological data. This thesis uses data from Plio/Pleistocene alluvial deposits (deltaic and fluvial) of the Carboneras Basin in southeast Spain to address these issues. The Carboneras Basin, an intermontane basin of the Belie Cordillera, was one of the last of a series of sedimentary basins which underwent transition from marine to continental conditions during the Plio/Pleistocene in this region. The basin is still tectonically active, controlled by surface uplift of the basin, differential uplift of the Sierra Alhamilla/Cabrera mountain range and activity along the 40 km long strike-slip Carboneras Fault. This study follows the evolution of a basin-scale drainage network using a multidisciplinary approach to determine the long-term influences of extrinsic and intrinsic controls on the drainage system of the Carboneras basin. Geological and geomorphological data is evaluated to trace the depositional and erosional record of the drainage systems. Palaeogeographic reconstruction of the marine and deltaic Pliocene deposits revealed large fan delta sediments in the northern part of the Carboneras Basin. Detailed field investigations discovered a 'Gilbert' type delta, suggesting the occurrence of a steep palaeocliff created by vertical movements along the Carboneras Fault Zone. Palaeocurrent measurements suggest three fluvial inputs from N-NW directions into the Carboneras Basin: the Rambla de Lucainena, Rambla de Ios Feos and Rio Gafares. The Rio Gafares, responsible for the Gilbert type fan delta, was the biggest and probably most important drainage system in terms of sediment supply to the basin during the Upper Pliocene. After a fall in sea level the transverse, antecedent Rio Gafares evolved developing a staircase of straths and terraces. Four terrace levels have been assigned for the Rio Gafares. Detailed investigations of river terrace deposits established an ongoing connection between the adjacent Sorbas Basin and the Carboneras drainage until the Late Pleistocene. A probable river capture of the Rio Gafares finally limited the catchment size of the river and decreased the sediment supply to the Carboneras Basin. This can be seen in the provenance distribution and the lack of Amphibole-mica-schist, which was used as a marker clast for Nevado-Filabride component, derived from the Sorbas Basin. The terraces of the Gafares system are mainly controlled by tectonically driven uplift of the Sierra Cabrera. Additional to the north-south draining Gafares River a strike parallel river, the Rio Alias, developed south of the mountain front by the confluence of the Rambla de Lucainena and Rambla de los Feos. Four Quaternary terrace levels have been determined for the Rio Alias and have been age correlated to terrace levels of the Sorbas Basin, using pedogenic calcrete stages. A combined examination of the palaeoterrace distribution and modern river network has identified post sedimentary displacement of the river channel across the Carboneras Fault Zone. Three fault strands have been recognized and lateral and vertical displacement along the strike-slip fault has been demonstrated. Mapping fan delta conglomerates revealed vertical movement since the Late Pliocene. The lateral component, calculated from offset terrace conglomerates, has an estimated strike-slip movement of 14 mm I aˉ¹ since the Upper Pleistocene. This study has established the drainage history of the Carboneras Basin indicating the significance of river capture and river re-routing in sediment supply to the basin. The occurrence of four aggradational periods associated with the terrace levels appear to be climate controlled. However the overall incision is a response to uplift. As this uplift was differential, leading to enhanced regional gradients between sedimentary basins, the uplift was indirectly key to re-routing major sediment transport routes (the main rivers) both within and between sedimentary basins, through river capture.
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Lowery, James B. "Factors influencing best management practice implementation in Virginia's Chesapeake Bay drainage basin." Master's thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-01202010-020325/.

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Books on the topic "The drainage basin"

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New York (State). Dept. of Environmental Conservation. The Lower Hudson River drainage basin. [Albany, N.Y.]: New York State Dept. of Environmental Conservation, 1996.

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Wiley, J. B. Drainage areas of the Potomac River basin, West Virginia. Charleston, W. Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Wiley, J. B. Drainage areas of the Potomac River basin, West Virginia. Charleston, W. Va: U.S. Dept. of the Interior, U.S. Geological Survey, 1996.

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Pande, Ravindra K. Quantitative geomorphology of a Himalayan drainage basin. Almora: Shree Almora Book Depot, 1990.

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Stewart, Donald K. Drainage areas of the Monongahela River Basin, West Virginia. Charleston, W. Va: U.S. Geological Survey, 1995.

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Gregory, K. J. Drainage basin form and process: A geomorphological approach. London: Edward Arnold, 1985.

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Kahlown, Muhammad Akram. Performance evaluation of tile drainage pilot projects in the lower Indus basin. Islamabad: Pakistan Council of Research in Water Resources, Ministry of Science & Technology, Govt. of Pakistan, 2007.

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Zimmerman, B. Diana. Open water cladocera of the Little Miami drainage basin. Columbus, Ohio: College of Biological Sciences, the Ohio State University, 1990.

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Canadian Wildlife Service. Sustainable Development Branch. Ecological Application Research Division., ed. Comparative drainage basin planimetry: National and regional scale applications. Ottawa: Canadian Wildlife Service, Sustainable Development Branch, Ecological Application Research Division, 1989.

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Cole, William Howard. Sediment basin design criteria. [Olympia, Wash.]: Washington State Dept. of Transportation, 1993.

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Book chapters on the topic "The drainage basin"

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Das, Gautam Kumar. "Thakuran Drainage Basin." In Tidal Sedimentation of the Sunderban's Thakuran Basin, 1–8. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-44191-7_1.

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Petts, G. E., and J. R. Bravard. "A drainage basin perspective." In The Fluvial Hydrosystems, 13–36. Dordrecht: Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-009-1491-9_2.

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Gophen, Moshe. "The Lake Kinneret Drainage Basin." In NATO Science Series: IV: Earth and Environmental Sciences, 233–36. Dordrecht: Springer Netherlands, 2006. http://dx.doi.org/10.1007/1-4020-4228-0_20.

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Şen, Zekâi. "Floods and Drainage Basin Features." In Flood Modeling, Prediction and Mitigation, 107–50. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-52356-9_3.

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Kurashige, Toshio, and Naruhisa Tanaka. "Expert System for Inner Basin Drainage." In Stochastic and Statistical Methods in Hydrology and Environmental Engineering, 309–20. Dordrecht: Springer Netherlands, 1994. http://dx.doi.org/10.1007/978-94-017-3081-5_23.

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Bowling, L. C., D. P. Lettenmaier, and B. V. Matheussen. "Hydroclimatology of the Arctic Drainage Basin." In The Freshwater Budget of the Arctic Ocean, 57–90. Dordrecht: Springer Netherlands, 2000. http://dx.doi.org/10.1007/978-94-011-4132-1_4.

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Chembarisov, E. I. "Hydrochemistry of river, collector, and drainage waters in the Aral Sea basin." In The Aral Sea Basin, 115–20. Berlin, Heidelberg: Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-61182-7_12.

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Oerlemans, J. "The Heat Budget of the Ross Drainage Basin." In Dynamics of the West Antarctic Ice Sheet, 287–92. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3745-1_15.

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Rezende, Osvaldo Moura, Matheus Martins de Sousa, Ana Caroline Pitzer Jacob, Luiza Batista de França Ribeiro, Antonio Krishnamurti Beleño de Oliveira, Cícero Matos Arrais, and Marcelo Gomes Miguez. "Use of Retention Basin for Flood Mitigation and Urban Requalification in Mesquita, Brazil." In New Trends in Urban Drainage Modelling, 126–30. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99867-1_22.

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Tsuji, Thays Mitsuko, Maria Elisa Leite Costa, and Sergio Koide. "Urban Stormwater Monitoring and Modelling at the Riacho Fundo Sub-basin, Brasília – DF." In New Trends in Urban Drainage Modelling, 407–12. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-99867-1_69.

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Conference papers on the topic "The drainage basin"

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"Corn yield under subirrigation and future climate scenarios in the Maumee River Basin." In 2016 10th International Drainage Symposium. American Society of Agricultural and Biological Engineers, 2016. http://dx.doi.org/10.13031/ids.20162515032.

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Gómez, M., H. Sánchez, and S. Vázquez. "A Simple Expert System for Initial Size Estimation of Detention Basin." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)110.

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Schechter, D. S., and B. Guo. "Mathematical Modeling of Gravity Drainage After Gas Injection into Fractured Reservoirs." In Permian Basin Oil and Gas Recovery Conference. Society of Petroleum Engineers, 1996. http://dx.doi.org/10.2118/35170-ms.

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Decker, Thomas R., and Qizhong Guo. "Drainage Evaluations of a Proposed Stormwater Detention Basin Retrofit." In World Water and Environmental Resources Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)288.

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Moeini, A., N. K. Zarandi, E. Pazira, and Y. Badiollahi. "The relationship between drainage density and soil erosion rate: a study of five watersheds in Ardebil Province, Iran." In RIVER BASIN MANAGEMENT 2015. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/rm150121.

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Franz, Torsten, and Peter Krebs. "Compounds Balance on River-Basin Scale: A Screening Procedure to Develop Program of Measures." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)215.

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"Climate, Landscape, and Management Effects on Nitrate and Soluble Phosphorus Concentrations in Subsurface Drainage Discharge in the Western Lake Erie Basin." In 2016 10th International Drainage Symposium. American Society of Agricultural and Biological Engineers, 2016. http://dx.doi.org/10.13031/ids.20162491905.

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Albu, Marian, Cristian Constantin Stoleriu, Andrei Enea, Marina Iosub, Oana Elena Hapciuc, and Gheorghe Romanescu. "GEOMORPHOLOGIC RISK ASSESSMENT IN TECUCEL DRAINAGE BASIN, USING GIS TECHNIQUES." In International Scientific Conference GEOBALCANICA. Geobalcanica Society, 2016. http://dx.doi.org/10.18509/gbp.2016.13.

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Ulloa, Rosa M. "Drainage Challenges in Developing North Natomas Basin in Sacramento, California." In World Water and Environmental Resources Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40792(173)522.

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Kasner, Alexandra, and Richard Gloaguen. "Neotectonic information from drainage basin geometry in the Tajik Depression." In 2009 IEEE International Geoscience and Remote Sensing Symposium (IGARSS 2009). IEEE, 2009. http://dx.doi.org/10.1109/igarss.2009.5418085.

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Reports on the topic "The drainage basin"

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Percival, J. B., A. Mudroch, G. E. M. Hall, and C. E. Dunn. Geochemical studies in the Howe Sound drainage basin, British Columbia. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1992. http://dx.doi.org/10.4095/132781.

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Lambert, A., T. S. James, N. Courtier, K. Simon, M. Schmidt, C. F. M. Lewis, and A. Mainville. An improved postglacial rebound model with applications to the Nelson River drainage basin. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2005. http://dx.doi.org/10.4095/220615.

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Booher, J. L., P. R. Fresquez, L. F. Carter, B. M. Gallaher, and M. A. Mullen. Radionuclide concentrations in bed sediment and fish tissue within the Rio Grande drainage basin. Office of Scientific and Technical Information (OSTI), February 1998. http://dx.doi.org/10.2172/567442.

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Noll, R. S. Miscellaneous water quality and stream flow data from the Gold Creek drainage basin, Juneau, Alaska. Alaska Division of Geological & Geophysical Surveys, 1992. http://dx.doi.org/10.14509/1535.

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Feimster, E. L. An aerial radiological survey of the southwest drainage basin area of the Savannah River Site. Office of Scientific and Technical Information (OSTI), April 1994. http://dx.doi.org/10.2172/10173802.

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DUNCAN, D. R. Potential for Fuel Ignition after K Basin Drainage (Fauske and Associates Report FAI/99-71 Rev1). Office of Scientific and Technical Information (OSTI), November 1999. http://dx.doi.org/10.2172/798692.

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Lambert, A., J. Henton, S. Mazzotti, J. Huang, T S James, N. Courtier, and G. van der Kamp. Postglacial rebound and total water storage variations in the Nelson River drainage basin: a gravity-GPS study. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 2013. http://dx.doi.org/10.4095/292189.

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ARMY ENGINEER DISTRICT VICKSBURG MS. Tensas Basin, Red River Backwater Area. Black River, Louisiana Tensas-Cocodrie Pumping Plant, Gravity Drainage Structure, and Upper Weir Foundation Report. Fort Belvoir, VA: Defense Technical Information Center, August 1996. http://dx.doi.org/10.21236/ada315879.

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Over, Thomas, Riki Saito, Andrea Veilleux, Padraic O’Shea, Jennifer Sharpe, David Soong, and Audrey Ishii. Estimation of Peak Discharge Quantiles for Selected Annual Exceedance Probabilities in Northeastern Illinois. Illinois Center for Transportation, June 2016. http://dx.doi.org/10.36501/0197-9191/16-014.

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Abstract:
This report provides two sets of equations for estimating peak discharge quantiles at annual exceedance probabilities (AEPs) of 0.50, 0.20, 0.10, 0.04, 0.02, 0.01, 0.005, and 0.002 (recurrence intervals of 2, 5, 10, 25, 50, 100, 200, and 500 years, respectively) for watersheds in Illinois based on annual maximum peak discharge data from 117 watersheds in and near northeastern Illinois. One set of equations was developed through a temporal analysis with a two-step least squares-quantile regression technique that measures the average effect of changes in the urbanization of the watersheds used in the study. The resulting equations can be used to adjust rural peak discharge quantiles for the effect of urbanization, and in this study the equations also were used to adjust the annual maximum peak discharges from the study watersheds to 2010 urbanization conditions. The other set of equations was developed by a spatial analysis. This analysis used generalized least-squares regression to fit the peak discharge quantiles computed from the urbanization-adjusted annual maximum peak discharges from the study watersheds to drainage-basin characteristics. The peak discharge quantiles were computed by using the Expected Moments Algorithm following the removal of potentially influential low floods defined by a multiple Grubbs-Beck test. To improve the quantile estimates, regional skew coefficients were obtained from a newly developed regional skew model in which the skew increases with the urbanized land use fraction. The skew coefficient values for each streamgage were then computed as the variance-weighted average of at-site and regional skew coefficients. The drainage-basin characteristics used as explanatory variables in the spatial analysis include drainage area, the fraction of developed land, the fraction of land with poorly drained soils or likely water, and the basin slope estimated as the ratio of the basin relief to basin perimeter. This report also provides: (1) examples to illustrate the use of the spatial and urbanization-adjustment equations for estimating peak discharge quantiles at ungaged sites and to improve flood-quantile estimates at and near a gaged site; (2) the urbanization-adjusted annual maximum peak discharges and peak discharge quantile estimates at streamgages from 181 watersheds including the 117 study watersheds and 64 additional watersheds in the study region that were originally considered for use in the study but later deemed to be redundant. The urbanization-adjustment equations, spatial regression equations, and peak discharge quantile estimates developed in this study will be made available in the web-based application StreamStats, which provides automated regression-equation solutions for user-selected stream locations. Figures and tables comparing the observed and urbanization-adjusted peak discharge records by streamgage are provided at http://dx.doi.org/10.3133/sir20165050 for download.
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Thorleifson, L. H., P. H. Wyatt, and T. A. Warman. Quaternary stratigraphy of the Severn and Winisk drainage basins, northern Ontario. Natural Resources Canada/ESS/Scientific and Technical Publishing Services, 1993. http://dx.doi.org/10.4095/183911.

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