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Auswahl der wissenschaftlichen Literatur zum Thema „Fluvial tressé“
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Dissertationen zum Thema "Fluvial tressé"
Bofill, Lucas. „From outcrop to fluid-flow : sedimentary architecture, permeability heterogeneity, and effect of sedimentary facies in fluid-flow modelling : a case study of the middle buntstandstein continental sandstones (lower triassic, eastern France)“. Electronic Thesis or Diss., Strasbourg, 2024. http://www.theses.fr/2024STRAH006.
Der volle Inhalt der QuelleAt the Upper Rhine Graben, in Eastern France, the Lower Triassic Buntsandstein serves as an important reservoir of groundwater and lithium-rich geothermal brines. The scientific objective of this study is to comprehend the architecture of the Lower Grès Vosgien Formation (LGV), Middle Buntsandstein; how sedimentological processes, at different scales, generate significant permeability heterogeneities; and the effect of such heterogeneity in fluid-flow modelling results. The study employs high-resolution sedimentological characterisation, through vertical profile descriptions, digital outcrop model, and petrographic analysis. Subsequently, permeability measurements are coupled with sedimentological data, to identify different scales of sedimentary controls on permeability distribution. Finally, a realistic 2D hydrostratigraphyc conceptual model is generated as a reference, to evaluate how different scenarios of heterogeneity simplification impact fluid-flow modelling, concerning particle residence time, macro-dispersivity and upscaled anisotropy.Results indicate that 93% of the LGV is composed of sandstones deposited by a braided fluvial system, with evidence suggesting that discharge variability was a main depositional controlling factor of sedimentary facies and heterogeneity distribution. The LGV stacking pattern reveals periods when fluvial processes were absent, and aeolian processes dominated sediment transport and deposition, constituting 7% of the total LGV thickness. The aeolian deposits record indications of persistent water in the system, either due to water table rise or ephemeral floods In the fluvial channel facies association, an inverse relationship between fluvial flow regime conditions and the permeability of its facies is observed. In the wind- and water-laid facies association (WWL), permeability distribution is directly influenced by climatic conditions, where low permeability hybrid sand sheets were deposited in more humid conditions, and high permeability aeolian dunes in more arid conditions. However, despite the high permeability of the AD, the architecture of the WWL implies low connectivity potential. Compaction is the main process influencing the permeability and porosity of the LGV. Samples with a higher proportion of lithoclasts and infiltrated clay recorded a more advanced degree of compaction, whereas samples with a higher percentage of quartz overgrowth exhibited a lower degree of compaction. The diagenetic overprint affected the distinct facies differently, indicating that primary sedimentary processes and architecture govern the distribution of permeability heterogeneity in the LGV. Permeability data from outcrops exhibited median values up to three orders of magnitude higher than those from subsurface data. However, the same facies, and similar trends of relative porosity-permeability responses to the distinct facies, are observed between outcrops and borehole samples, highlighting sedimentology as an indispensable proxy for reservoir heterogeneity studies[...]
Moulin, Loïc. „Instabilités en tresses des systèmes fluviatiles : études de rivières de Nouvelle-Zélande et modélisation“. Rennes 1, 2009. http://www.theses.fr/2009REN1S164.
Der volle Inhalt der QuelleTo better characterize and understand the variability of river's dynamics, including notably the complex braided morphology, we propose a double approach, based both on collection, analysis, and correlation of natural system's data and on numerical modelling. The highly-dynamic braided rivers, ancient or present, in New Zealand, are our reference natural labs. Through the dependence of bedwidth on discharge and sediment load, we highlight the specificity of widening dynamics of braided systems. With descriptors quantifying the complex organization of braided’ pattern, we characterize on high resolution satellite imagery, instability intrinsic geometrical properties, and morphological adjustments to external forcings. Our study explores also a temporal geomorphologic transition, with the example of terrace abandonment’s history of Rangitikei River. We use the numerical model €ros as a simplified tool to assess the effect of slope, discharge, and sediment load on fluvial dynamics, and to reconstruct schematically the balance between basal and lateral erosion and deposition processes allowing emergence of braided instabilities
Docker, Benjamin Brougham. „Biotechnical engineering on alluvial riverbanks of southeastern Australia: A quantified model of the earth-reinforcing properties of some native riparian trees“. University of Sydney, 2004. http://hdl.handle.net/2123/1688.
Der volle Inhalt der QuelleIt is generally accepted that tree roots can reinforce soil and improve the stability of vegetated slopes. Tree root reinforcement is also recognised in riverbanks although the contribution that the roots make to bank stability has rarely been assessed due to the reluctance of geomorphologists to examine riverbank stability by geomechanical methods that allow for the inclusion of quantified biotechnical parameters. This study investigates the interaction between alluvial soil and the roots of four southeastern Australian riparian trees. It quantifies the amount and distribution of root reinforcement present beneath typically vegetated riverbanks of the upper Nepean River, New South Wales, and examines the effect of the reinforcement on the stability of these banks. The ability of a tree to reinforce the soil is limited by the spatial distribution of its root system and the strength that the roots impart to the soil during shear. These two parameters were determined for the following four species of native riparian tree: Casuarina glauca, Eucalyptus amplifolia, Eucalyptus elata, and Acacia floribunda. The four species all exhibit a progressive reduction in the quantity of root material both with increasing depth and with increasing lateral distance from the tree stem. In the vertical direction there are two distinct zones that can be described. The first occurs from between 0 and approximately 15 % of the maximum vertical depth and consists of approximately 80 % of the total root material quantity. In this zone the root system consists of both vertical and lateral roots, the size and density of which varies between species. The second zone occurs below approximately 15 % of the maximum vertical depth and consists primarily of vertical roots. The quantity of root material in this zone decreases exponentially with depth due to the taper of individual roots. The earth reinforcement potential in terms of both geometric extent and the quantity of root material expressed as the Root Area Ratio (RAR) varies significantly from species to species. E. elata exhibited the highest values of RAR in soil zones beneath it while E. amplifolia reinforced a greater volume of soil than any of the other species examined. The increased shear resistance (Sr) of alluvial soil containing roots was measured by direct in-situ shear tests on soil blocks beneath a plantation. For three of the species (C. glauca, E. amplifolia, E. elata) Sr increased with increasing RAR measured at the shear plane, in a similar linear relationship. The shear resistance provided by A. floribunda roots also increased with increasing RAR at the shear plane but at a much greater rate than for the other three species. This is attributable to A. floribunda’s greater root tensile strength and therefore pull-out resistance, as well as its smaller root diameters at comparative RARs which resulted in a greater proportion of roots reaching full tensile strength within the confines of the test. Tree roots fail progressively in this system. Therefore determining the increased shear strength from the sum of the pull-out or tensile strengths of all individual roots and Waldron’s (1977) and Wu et al’s (1979) simple root model, would result in substantial over estimates of the overall strength of the soil-root system. The average difference between Sr calculated in this manner and that measured from direct in-situ shear tests is 10.9 kPa for C. glauca, 19.0 kPa for E. amplifolia, 19.3 kPa for E. elata, and 8.8 kPa for A. floribunda. A riverbank stability analysis incorporating the root reinforcement effect was conducted using a predictive model of the spatial distribution of root reinforcement beneath riparian trees within the study area. The model is based on measurements of juveniles and observations of the rooting habits of mature trees. It indicates that while the presence of vegetation on riverbank profiles has the potential to increase stability by up to 105 %, the relative increase depends heavily on the actual vegetation type, density, and location on the bank profile. Of the species examined in this study the greatest potential for improved riverbank stability is provided by E. amplifolia, followed by E. elata, A. floribunda, and C. glauca. The presence of trees on banks of the Nepean River has the potential to raise the critical factor of safety (FoS) from a value that is very unstable (0.85) to significantly above 1.00 even when the banks are completely saturated and subject to rapid draw-down. It is likely then that the period of intense bank instability observed within this environment between 1947 and 1992 would not have taken place had the riparian vegetation not been cleared prior to the onset of wetter climatic conditions. Typical ‘present-day’ profiles are critically to marginally stable. The introduction of vegetation could improve stability by raising the FoS up to 1.68 however the selection of revegetation species is crucial. With the placement of a large growing Eucalypt at a suitable spacing (around 3-5 m) the choice of smaller understorey trees and shrubs is less important. The effect of riparian vegetation on bank stability has important implications for channel morphological change. This study quantifies the mechanical earth reinforcing effect of some native riparian trees, thus allowing for improved deterministic assessment of historical channel change and an improved basis for future riverine management.
Docker, Benjamin Brougham. „Biotechnical engineering on alluvial riverbanks of southeastern Australia: A quantified model of the earth-reinforcing properties of some native riparian trees“. Thesis, The University of Sydney, 2003. http://hdl.handle.net/2123/1688.
Der volle Inhalt der QuelleIoana-Toroimac, Gabriela. „La dynamique hydrogéomorphologique de la rivière Prahova (Roumanie) : fonctionnement actuel, évolution récente et conséquences géographiques“. Thesis, Lille 1, 2009. http://www.theses.fr/2009LIL10091/document.
Der volle Inhalt der QuelleThe purpose of this paper is to contribute to a better knowledge of the Carpathian rivers' dynamics using a hydrogeomorphological approach, based on the analysis of cartographic documents, field observations and discharge data series. This approach is applied to the Prahova River. In 1900, Prahova River was creating: a sector of sinuous channel with braiding tendency in the Carpathians, a sector of braided channels in the Subcarpathians and in the piedmont Plain of Ploiesti which were turning into wandering channels on the last kilometres of the same plain and a sector of meandering channels in the subsidence Plain of Gherghita-Sarata. Between 1900 and 2005, the braidplain migrated laterally, narrowed and incised locally, thus favouring the emergence and development of a riparian forest. These processes endanger the transport infrastructure following Prahova valley in the Carpathians and in the Subcarpathians. The meanders which were cutt-off between 1855 and 1980 keep inside oxbow swamps; after 1980, the free and anchored meandering channel became less active. In the meandering sector, the frequency of the bankfull discharge exceeds 3 years and the decennial floods endanger the residential areas. This evolution is the consequence of the environmental changes and of the human interventions in the Prahova catchment after 1970. In conclusion, it is necessary to protect the Prahova River’s freedom space and to take into account the principle of longitudinal connectivity in order to prevent the river dynamics risk and to preserve the fluvial landscape diversity and the alluvial wetlands
Cardoso, Gabriela Ribeiro. „Monitorização da passagem para peixes do açude-ponte em Coimbra: otimização da metodologia de contagem“. Master's thesis, Universidade de Évora, 2014. http://hdl.handle.net/10174/12064.
Der volle Inhalt der QuelleBücher zum Thema "Fluvial tressé"
Pastrana Buelvas, Eduardo, Stefan Reith und Fabricio Cabrera Ortiz, Hrsg. Identidad e intereses nacionales de Colombia. Escuela Superior de Guerra, 2020. http://dx.doi.org/10.25062/9789585250499.
Der volle Inhalt der QuelleBuchteile zum Thema "Fluvial tressé"
Rutherfurd, Ian D., und James R. Grove. „The Influence of trees on stream bank erosion: Evidence from root-plate abutments“. In Riparian Vegetation and Fluvial Geomorphology, 141–52. Washington, D. C.: American Geophysical Union, 2004. http://dx.doi.org/10.1029/008wsa11.
Der volle Inhalt der QuelleWohl, Ellen. „Seeing the Forest and the Trees: Wood in Stream Restoration in the Colorado Front Range, United States“. In Stream Restoration in Dynamic Fluvial Systems, 399–418. Washington, D. C.: American Geophysical Union, 2013. http://dx.doi.org/10.1029/2010gm000987.
Der volle Inhalt der QuelleAngarita, Héctor, Ayan Santos-Fleischmann, Carlos Rogéliz, Fernando Campo, Gabriel Narváez-Campo, Juliana Delgado, Tania Santos, Guido Herrera-R. und Luz Jiménez-Segura. „Modificación del hábitat para los peces de la cuenca del río Magdalena, Colombia“. In Peces de la cuenca del río Magdalena, Colombia: diversidad, conservación y uso sostenible, 265–194. Instituto de Investigación de Recursos Biológicos Alexander von Humboldt, 2021. http://dx.doi.org/10.21068/b2020rrhhxix07.
Der volle Inhalt der QuelleChin, Anne, Jonathan W. Burton, Kevin M. Humphreys, Joan L. Florsheim, Alicia M. Kinoshita, Emily C. Andreano und Trevor K. Eckermann. „Vegetation and channel recovery ten years following the Waldo Canyon Fire of Colorado“. In Biogeomorphic Responses to Wildfire in Fluvial Ecosystems. Geological Society of America, 2024. http://dx.doi.org/10.1130/2024.2562(02).
Der volle Inhalt der Quelle„The Ecology and Management of Wood in World Rivers“. In The Ecology and Management of Wood in World Rivers, herausgegeben von FUTOSHI NAKAMURA und FREDERICK J. SWANSON. American Fisheries Society, 2003. http://dx.doi.org/10.47886/9781888569568.ch15.
Der volle Inhalt der QuelleKauffmann Doig, Federico. „Vicús : revisión e inferencias iconográficas“. In Sobre el Perú: homenaje a José Agustín de la Puente Candamo, 675–705. Pontificia Universidad Católica del Perú, 2023. http://dx.doi.org/10.18800/9789972424724.042.
Der volle Inhalt der QuelleGraf, William L. „Reparian Vegetation“. In Plutonium and the Rio Grande. Oxford University Press, 1995. http://dx.doi.org/10.1093/oso/9780195089332.003.0011.
Der volle Inhalt der Quelle„Advances in Understanding Landscape Influences on Freshwater Habitats and Biological Assemblages“. In Advances in Understanding Landscape Influences on Freshwater Habitats and Biological Assemblages, herausgegeben von Darren J. Thornbrugh und Dana M. Infante. American Fisheries Society, 2019. http://dx.doi.org/10.47886/9781934874561.ch17.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Fluvial tressé"
Järvelä, J., J. Aberle und J. Jalonen. „Dynamic reconfiguration of riparian trees in towing tank experiments“. In The International Conference On Fluvial Hydraulics (River Flow 2016). Taylor & Francis Group, 6000 Broken Sound Parkway NW, Suite 300, Boca Raton, FL 33487-2742: CRC Press, 2016. http://dx.doi.org/10.1201/9781315644479-339.
Der volle Inhalt der QuelleOliveira, Raymundo. „Llamada de larga distancia“. In LINK 2021. Tuwhera Open Access, 2021. http://dx.doi.org/10.24135/link2021.v2i1.161.g231.
Der volle Inhalt der QuelleYu, Ting, Xiangzeng Wang, Alexis Carrillat, Kuifu Du, Quansheng Liang, Tino Grossmann, Ming Zhu et al. „Machine Learning Empowered Well Placement in a Large Unconventional Tight Gas Field in China“. In International Petroleum Technology Conference. IPTC, 2022. http://dx.doi.org/10.2523/iptc-22188-ea.
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