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Relevant bibliographies by topics / Sediment and solute transport

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Academic literature on the topic 'Sediment and solute transport'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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Journal articles on the topic "Sediment and solute transport"

1

Liu, Yuanhong, Corey D. Wallace, Yaoquan Zhou, et al. "Influence of Streambed Heterogeneity on Hyporheic Flow and Sorptive Solute Transport." Water 12, no. 6 (2020): 1547. http://dx.doi.org/10.3390/w12061547.

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The subsurface region where river water and groundwater actively mix (the hyporheic zone) plays an important role in conservative and reactive solute transport along rivers. Deposits of high-conductivity (K) sediments along rivers can strongly control hyporheic processes by channeling flow along preferential flow paths wherever they intersect the channel boundary. Our goal is to understand how sediment heterogeneity influences conservative and sorptive solute transport within hyporheic zones containing high- and low-K sediment facies types. The sedimentary architecture of high-K facies is mode

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Guo, Jiameng, Lei Wang, and Dan Wu. "Effects of influent concentration and different valence cations on solute preferential transport in inter-tidal zone of Yellow River Estuary." E3S Web of Conferences 261 (2021): 03012. http://dx.doi.org/10.1051/e3sconf/202126103012.

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The migration of land-based pollutants in tidal flat sediments has an important impact on the marine ecological environment. The effects of three influent concentrations and two cation valence states on the preferential transport of NO3-N in the sediments of the Yellow River Estuary were studied by soil column experiments. Results showed that the preferential flow and solute transport were more obvious with the increase of influent concentration; The solute potential was increased in the process of solute transport, which led to the rapid flow, shortened the total time, and facilitated the sol

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NG, CHIU-ON, and T. L. YIP. "Effects of kinetic sorptive exchange on solute transport in open-channel flow." Journal of Fluid Mechanics 446 (October 23, 2001): 321–45. http://dx.doi.org/10.1017/s0022112001005791.

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A theory is presented for the transport in open-channel flow of a chemical species under the influence of kinetic sorptive exchange between phases that are dissolved in water and sorbed onto suspended sediments. The asymptotic method of homogenization is followed to deduce effective transport equations for both phases. The transport coefficients for the solute are shown to be functions of the local sediment concentration and therefore vary with space and time. The three important controlling parameters are the suspension number, the bulk solid–water distribution ratio and the sorption kinetics

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Shiono, Koji. "Pollutant and Sediment Transport Caused by Turbulent Diffusion in Rivers and Estuaries." Advanced Materials Research 374-377 (October 2011): 1750–57. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.1750.

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Solute (pollutant) and sediment transports directly relate to controlling water quality in water environment (e.g. river, estuary and reservoir). An understanding of turbulent diffusion is the key for improving water quality in rivers and estuaries. Many studies on turbulent diffusion have been carried out in open channels, compound channels and estuaries for different flow conditions in the past. This paper reviews the past research mainly carried out by the author and includes flow structures, solute concentration distributions, mixing parameters in simple open channel, compound channel, riv

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West, J. R., I. Guymer, Y. Sangodoyin, and K. O. K. Oduyemi. "Solute Dispersion and Sediment Transport in Estuaries." Water Science and Technology 18, no. 4-5 (1986): 93–100. http://dx.doi.org/10.2166/wst.1986.0184.

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Synoptic measurements of velocity and salinity at several points on up to five vertical profiles at a cross-section in the Conwy show that solute dispersion coefficients are affected by secondary flow induced by the interaction of transverse shear and the salinity induced longitudinal density gradient. It is concluded that dispersion coefficients are temporally and spatially dependent and a simple empirical formula is suggested. Some data from the initial stages of a similar study of sediment transport show that techniques exist which permit the study of the turbulent fluctuations of suspended

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Hasholt, B., S. A. Khan, and A. B. Mikkelsen. "GPS based surface displacements – a proxy for discharge and sediment transport from the Greenland Ice Sheet." Cryosphere Discussions 8, no. 4 (2014): 3829–50. http://dx.doi.org/10.5194/tcd-8-3829-2014.

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Abstract. The elastic respond of the Earth's surface to mass changes has been measured with Global Positioning System (GPS). Mass loss as accumulated runoff and sediment transport from a 10 000 km2 segment of the Greenland Ice Sheet (GrIS) correlated very well (R2 = 0.83) with GPS measured uplift. Accumulated winter precipitation correlated fairly well with surface depression (R2 = 0.69). The relationships are based on seven years of runoff and sediment transport observations from the Watson River (2007–2013), winter precipitation from Kangerlussuaq Airport and GPS observations at Kellyville.

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Sutherland, Ross A., and Rorke B. Bryan. "Solute sources and transport in an ephemeral badland catchment, southeastern Alberta, Canada." Canadian Journal of Earth Sciences 25, no. 2 (1988): 167–81. http://dx.doi.org/10.1139/e88-020.

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This study was carried out as part of an investigation of water and sediment budgets in an ephemeral catchment in Dinosaur Provincial Park badlands, Alberta. These badlands have developed in Cretaceous mudstones, siltstones, and sandstones, with some glacial and postglacial surficial deposits. Study objectives were (i) to identify major solute sources, (ii) to show how these change with storm characteristics, and (iii) to assess the proportion of solutes in the total stream budget. Field examination, rainfall-simulation tests, and laboratory experiments showed marked variations in solute produ

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Hasnain, Syed I., and Renoj J. Thayyen. "Sediment Transport and Solute Variation In Meltwaters of Dokriani Glacier (Bamak), Garhwal Himalaya." Journal Geological Society of India 47, no. 6 (1996): 731–39. http://dx.doi.org/10.17491/jgsi/1996/470609.

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Abstract Suspended sediment transport and major cations and anions with discharge were monitored between 28 August and 20 September 1992 in Dokriani glacier (Bamak), Garhwal Himalaya. The hydrograph and chemograph exhibit diurnal variation reflecting the conditions of meltwater transferred to the portal through different hydrological pathways. The suspended sediment transport on diurnal time scale peaks before the discharge peak, indicating that sediment transport reacts quickly to discharge. During the observation period sediment concentration show decreasing trend with discharge.

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Daunys, Forster, Schiedek, Olenin, and Zettler. "Effect of Species Invasion on Transport of Solutes at Different Levels of Soft Sediment Macrofauna Diversity: Results from an Experimental Approach." Water 11, no. 8 (2019): 1544. http://dx.doi.org/10.3390/w11081544.

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Different irrigation or ventilation strategies by macrofauna may provide a competitive advantage to tolerant species invading impacted benthic systems and alter benthic-pelagic coupling. To comparatively analyze the effects of an exotic and a native polychaete burrower on sediment-water exchanges, two laboratory experiments were performed. In the first experiment, the invasive spionid polychaete Marenzelleria neglecta was added to defaunated sediments and fluxes of the inert tracer (bromide, Br−) were measured to quantify the effects of irrigation by the worm on the tracer transport. In the se

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KHALILI, A., A. J. BASU, U. PIETRZYK, and M. RAFFEL. "An experimental study of recirculating flow through fluid–sediment interfaces." Journal of Fluid Mechanics 383 (March 25, 1999): 229–47. http://dx.doi.org/10.1017/s0022112098003942.

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We report here visualizations and quantitative measurements of scalar transport, under the influence of rotation, through permeable sediments with an overlying fluid layer. The experimental set-up considered here is a stationary cylinder containing a fluid-saturated porous medium up to its midheight, with supernatant water on top. A rotating lid generates, in the upper fluid region, a flow that partially percolates into the porous layer below. The velocity field in the fluid layer is obtained using particle image velocimetry (PIV). Further, dye transport from the sediment is studied using two

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Dissertations / Theses on the topic "Sediment and solute transport"

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Witwit, Wahab A. H. "Sediment and solute transport in the River Leven, Fife." Thesis, University of Dundee, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.311790.

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Piton, Guillaume. "Sediment transport control by check dams and open check dams in Alpine torrents." Thesis, Université Grenoble Alpes (ComUE), 2016. http://www.theses.fr/2016GREAU041/document.

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Barrages de corrections torrentielles et plages de dépôts jouent un rôle clés dans la protection contre les crues des torrents. Leurs gestionnaires ont pour mission de réduire les risques d'inondations, mais doivent désormais aussi minimiser les impacts environnementaux liés aux ouvrages de protection. Ceci nécessite une meilleure compréhension des effets des barrages de corrections torrentielles et des plages de dépôts sur le transport sédimentaire des torrents. Cette thèse s'inscrit dans cet objectif et se décompose en deux parties. Sa section sur l'état de l'art présente: i) les différents

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Dudill, Ashley. "Étude expérimentale de la ségrégation en transport solide par charriage." Thesis, Université Grenoble Alpes (ComUE), 2016. http://www.theses.fr/2016GREAU047/document.

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Cette recherche porte sur les mécanismes de ségrégation dans le transport de sédiments par charriage. Des expériences simplifiées consistant à introduire un débit de particules fines sur un lit plus grossier, mobile, en équilibre, ont été entreprises dans un canal particulaire étroit en utilisant des billes de verre sphériques. Les expériences montrent des réponses différenciées en fonction du rapport de taille entre les particules grossières du lit (Dc) et les fines (Df). Des rapports de taille (Dc/Df) entre 7,14 et 1,25 ont été testés, pour différents débits solides de particules fines, tout

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Mantha, Rashmi. "Development of a solute transport model to characterize the movement of sodium chloride through glacial sediments at Fermi National Accelerator Laboratory in Batavia, Illinois /." Available to subscribers only, 2006. http://proquest.umi.com/pqdweb?did=1203555271&sid=10&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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Liu, Yi. "Modélisation 3D des écoulements et du transport solide dans un bassin à cavités." Thesis, Strasbourg, 2017. http://www.theses.fr/2017STRAD015/document.

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La recherche sur le transport de sédiments dans les réservoirs vise principalement à optimiser la conception du réservoir dans les réseaux d’assainissement. La structure de l'écoulement, qui fait l’objet de cette recherche, représente le facteur principal de contrôle du mouvement des particules et conditionne leur dépôt. Le travail réalisé s’est basé aussi bien sur les méthodes numériques que les essais expérimentaux. La simulation numérique est traitée en utilisant trois géométries différentes, où un volume de modèle de fluide est appliqué pour le suivi de la surface libre et un modèle de pha

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Isenmann, Gilles. "Approche Euler-Lagrange pour la modélisation du transport solide dans les ouvrages de décantation." Thesis, Strasbourg, 2016. http://www.theses.fr/2016STRAD013/document.

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L’objectif de cette thèse est le développement et la validation d’un outil numérique permettant d’évaluer la performance d’un ouvrage de décantation. L’approche Euler-Lagrange est retenue pour la modélisation de l’écoulement et du transport solide. De nouvelles conditions d’interaction particule/paroi permettent de restreindre le dépôt aux zones présentant des caractéristiques géométriques et hydrodynamiques favorables. Le modèle numérique est confronté à quatre jeux de données expérimentales. L’ensemble de ces expérimentations permettent d’investiguer une large gamme des paramètres représenta

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Tombozafy, Mamy. "Méthodologie d'analyse de l'enfoncement du lit mineur d'un fleuve : approche combinée modélisation hydraulique-géochimie. Application à la Loire Forézienne (France)." Thesis, Saint-Etienne, EMSE, 2011. http://www.theses.fr/2010EMSE0596/document.

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Actuellement, la Loire, voit sa géodynamique de plus en plus détériorée. Le déficit du transport solide provoque un enfoncement du lit mineur sur plusieurs secteurs du bassin Amont. Ceci a pour conséquence une déstabilisation progressive des ouvrages (digues, ponts) et l'érosion ou le colmatage des berges ainsi qu'une baisse du niveau piézométrique des nappes alluviales. Le traitement de ces problèmes passe par une meilleure connaissance des processus d'érosion et d'incision fluviale, le premier laissant place au second une fois que la couche « alluviale » a été totalement emportée, laissant a

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Le, Bouteiller Caroline. "Dégradation des sédiments marneux et suspensions hyperconcentrées." Phd thesis, Université de Grenoble, 2011. http://tel.archives-ouvertes.fr/tel-00603000.

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Sur les bassins versants des Terres Noires, les sédiments marneux sont dégradés très rapidement. Les matériaux fins ainsi produits peuvent être à l'origine d'épisodes de crues très concentrées (800~g/L). La première partie de cette thèse traite des processus responsables de la production de sédiments fins. Ces processus adviennent à deux échelles de temps : A long-terme, entre les périodes de crues, les matériaux du lit exposés aux intempéries sont altérés sous l'effet de cycles gel/dégel et humectation/dessication. Pour quantifier cette vitesse d'altération, les données climatiques de Draix s

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Antoine, Germain. "Dynamique des matériaux en suspension (MES) le long de rivières aménagées de montagne : exemple de l'Arc en Maurienne de l'Isère." Phd thesis, Université de Grenoble, 2013. http://tel.archives-ouvertes.fr/tel-01067695.

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Ce travail de thèse porte sur la dynamique des matériaux en suspension (MES) dans des rivières aménagées de montagne, l'Arc en Maurienne et l'Isère. Un des modes de gestion de l'envasement des différents ouvrages hydro-électriques de l'Arc consiste à réaliser des chasses de barrage annuellement. Lors de ces chasses hydrauliques, les sédiments remobilisés du fond des retenues sont transportés à l'aval des ouvrages sur plusieurs dizaines de kilomètres. L'enjeu est alors de quantifier la propagation en aval de ces MES, afin de comprendre l'impact des chasses de barrage sur le lit de la rivière. D

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Llerar, Meza Gerónimo. "Upscaling nonreactive solute transport." Doctoral thesis, Universitat Politècnica de València, 2009. http://hdl.handle.net/10251/5848.

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This thesis focuses on solute transport upscaling. Upscaling of solute transport is usually required to obtain computationally efficient numerical models in many field applications such as, remediation of aquifers, environmental risk to groundwater resources or the design of underground repositories of nuclear waste. The non-Fickian behavior observed in the field, and manifested by peaked concentration profiles with pronounced tailing, has questioned the use of the classical advection-dispersion equation to simulate solute transport at field scale using numerical models with discretizations th

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Books on the topic "Sediment and solute transport"

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Robbins, Jeanne C. Simulation of hydrodynamics and solute transport in the Neuse River estuary, North Carolina. U.S. Dept. of the Interior, U.S. Geological Survey, 1995.

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E, Broshears Robert, and Geological Survey (U.S.), eds. Tracer-dilution experiments and solute-transport simulations for a mountain stream, Saint Kevin Gulch, Colorado. U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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E, Broshears Robert, and Geological Survey (U.S.), eds. Tracer-dilution experiments and solute-transport simulations for a mountain stream, Saint Kevin Gulch, Colorado. U.S. Dept. of the Interior, U.S. Geological Survey, 1993.

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Runkel, Robert L. Using OTIS to model solute transport in streams and rivers. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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Runkel, Robert L. Using OTIS to model solute transport in streams and rivers. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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Runkel, Robert L. Using OTIS to model solute transport in streams and rivers. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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Runkel, Robert L. Using OTIS to model solute transport in streams and rivers. U.S. Dept. of the Interior, U.S. Geological Survey, 2000.

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David, Burton. Modelling of solute and sediment transport in the Ribble estuary. University of Birmingham, 1995.

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C, Robbins Jeanne, North Carolina. Dept. of Environment, Health, and Natural Resources, Geological Survey (U.S.), and North Carolina. Albemarle-Pamlico Estuarine Study, eds. Simulation of hydrodynamics and solute transport in the Pamlico River estuary, North Carolina. U.S. Dept. of the Interior, U.S. Geological Survey, 1995.

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Runkel, Robert L. One-dimensional transport with inflow and storage (OTIS): A solute transport model for streams and rivers. U.S. Dept. of the Interior, U.S. Geological Survey, 1998.

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Book chapters on the topic "Sediment and solute transport"

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Rose, C. W. "The Transport of Sorbed Chemicals in Eroded Sediment." In Water Flow and Solute Transport in Soils. Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77947-3_12.

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Einsele, Gerhard. "Denudation: Solute Transport and Flux Rates of Terrigenous Sediment." In Sedimentary Basins. Springer Berlin Heidelberg, 2000. http://dx.doi.org/10.1007/978-3-662-04029-4_9.

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Schneider, W., A. Baermann, P. Döll, and W. Neumann. "Solute Transport in Holocene Marsh Sediments — Experiments and Mathematical Models —." In Contaminated Soil ’90. Springer Netherlands, 1990. http://dx.doi.org/10.1007/978-94-011-3270-1_93.

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Itugha, O. D., D. Chen, and A. A. Ahmed. "Solute migration and transport in coastal sand-beach sediments under strong tides." In Environmental Hydraulics. Volume 2. CRC Press, 2022. http://dx.doi.org/10.1201/9780429100314-54.

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Albers, Sonja V., Wil N. Konings, and Arnold J. M. Driessen. "Solute Transport." In Archaea. ASM Press, 2014. http://dx.doi.org/10.1128/9781555815516.ch16.

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Wierenga, P. J. "Solute Transport." In Future Developments in Soil Science Research. Soil Science Society of America, 2015. http://dx.doi.org/10.2136/1987.futuredevelopmentssoil.c4.

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Gupta, Rani, and Namita Gupta. "Solute Transport." In Fundamentals of Bacterial Physiology and Metabolism. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0723-3_6.

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Gruber, Joachim. "Advective Transport of Interacting Solutes: The Chromatographic Model." In Sediments and Toxic Substances. Springer Berlin Heidelberg, 1996. http://dx.doi.org/10.1007/978-3-642-79890-0_11.

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Qi, Saren, and Chuyang Y. Tang. "Solute Reverse Transport." In Encyclopedia of Membranes. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-662-44324-8_1834.

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Qi, Saren, and Chuyang Y. Tang. "Solute Reverse Transport." In Encyclopedia of Membranes. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-40872-4_1834-1.

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Conference papers on the topic "Sediment and solute transport"

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Zhao, Hongyi, Xiaoli Liu, and Dong-Sheng Jeng. "Effects of Wave Nonlinearity on Solute Migration in Deformable Sediments." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-131596.

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Abstract This study employs a two-dimensional numerical model, coupling Biot’s poro-elastic theory with advection-dispersion equations, to examine the impact of wave nonlinearity on solute transport in deformable seabed sediment. The simulations reveal that compared to the second-order Stokes waves, the first-order cnoidal waves exhibit significant nonlinear effects, effectively enhancing the longitudinal dispersion coefficient and solute transport rate in marine sediment. However, this enhancement diminishes as wave height increases and water depth decreases, highlighting the diminishing impa

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San Jose Martinez, F., Y. A. Pachepsky, and W. J. Rawls. "Solute Transport Simulated With the Fractional Advective-Dispersive Equation." In ASME 2005 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/detc2005-84340.

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Solute transport in soils and sediments is commonly simulated with the parabolic advective-dispersive equation, or ADE. Although the solute dispersivity in this equation is regarded as a constant, it has been found to increase with the distance from the solute source. This can be explained assuming the movement of solute particles belongs to the family of Le´vy motions. A one-dimensional solute transport equation was derived for Le´vy motions using fractional derivatives to describe the dispersion. This fractional advective-dispersive equation, or FADE, has two parameters — the fractional disp

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Chen, Lin, Jiří Šimůnek, Scott Bradford, Hoori Ajami, and Menberu Meles. "A NOVEL COMPUTATIONALLY EFFICIENT HYDROLOGIC MODELING FRAMEWORK TO SIMULATE WATER, SOLUTE, AND SEDIMENT TRANSPORT AT THE HILLSLOPE SCALE." In GSA Connects 2023 Meeting in Pittsburgh, Pennsylvania. Geological Society of America, 2023. http://dx.doi.org/10.1130/abs/2023am-394860.

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Schindler, Rob, Sean Comber, and Andrew Manning. "METAL POLLUTANT PATHWAYS IN COHESIVE COASTAL CATCHMENTS: INFLUENCE OF FLOCCULATION ON PARTITIONING AND FLUX." In GEOLINKS International Conference. SAIMA Consult Ltd, 2020. http://dx.doi.org/10.32008/geolinks2020/b2/v2/09.

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Potentially toxic metals (PTMs) dispersed within catchments from land-based sources pose serious, long-term threats to aquatic ecology and human health. Their chemical state or form affects the potential for transportation and bioavailability and ultimate environmental fate. PTMs are transported either as (1) particulates adsorbed onto sediments, or 2) solutes in groundwater and open channel flow. Cohesive sediment occupies a major part of the world’s coastlines. PTMs are readily sorbed onto clay/silt and consequently particulate-borne PTMs dominate in estuaries and coastal waters. Sediments a

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Qian, Qin, Vaughan R. Voller, and Heinz G. Stefan. "Modeling of Solute Transport in Pore Scale Sediment Beds: A Summary of Hydrodynamic Interactions Induced by Surface Wave, Bed Form, and Near Bed Turbulence." In World Environmental and Water Resources Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413548.029.

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Prestegaard, Karen, Michaela Brossman, and John Harris. "GEOMORPHIC CONTROLS ON THE TRANSPORT AND STORAGE OF WATER, SOLUTES, AND SEDIMENT IN AN URBANIZED, ATLANTIC FALL ZONE STREAM." In GSA Connects 2023 Meeting in Pittsburgh, Pennsylvania. Geological Society of America, 2023. http://dx.doi.org/10.1130/abs/2023am-395577.

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Chen, Z., and Eamon Sheehan. "West Sole Pipeline Stabilisation." In ASME 2005 24th International Conference on Offshore Mechanics and Arctic Engineering. ASMEDC, 2005. http://dx.doi.org/10.1115/omae2005-67472.

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The BP West Sole gas field is located in Block 48/6 in the UK sector of the southern North Sea, about 70 km off the Holderness coast. Production from the gas field is exported to a shore terminal at Easington by two pipelines. Both pipelines were trenched at installation. Pipeline surveys over the last few years show that both pipelines are substantially exposed at the shore approach and inshore sections. This has occurred in part due to the retreat of the cliffs in Easington and subsequent lowering of the sea bed level and also the migration of sand from around the pipelines leaving them larg

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Sykes, Jonathan F., Stefano D. Normani, Yong Yin, and Mark R. Jensen. "The Hydrogeologic Environment for a Proposed Deep Geologic Repository in Canada for Low and Intermediate Level Radioactive Waste." In ASME 2011 14th International Conference on Environmental Remediation and Radioactive Waste Management. ASMEDC, 2011. http://dx.doi.org/10.1115/icem2011-59285.

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A Deep Geologic Repository (DGR) for low and intermediate level radioactive waste has been proposed by Ontario Power Generation for the Bruce nuclear site in Ontario, Canada. As proposed the DGR would be constructed at a depth of about 680 m below ground surface within the argillaceous Ordovician limestone of the Cobourg Formation. This paper describes the hydrogeology of the DGR site developed through both site characterization studies and regional-scale numerical modelling analysis. The analysis provides a framework for the assembly and integration of the site-specific geoscientific data and

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BEILICCI, Robert, and Erika Beata Maria BEILICCI. "Advance Hydraulic Modelling of Barzava River, Romania, Caras Severin County." In Air and Water – Components of the Environment 2021 Conference Proceedings. Casa Cărţii de Ştiinţă, 2021. http://dx.doi.org/10.24193/awc2021_17.

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Study case is situated in Caras Severin county. To solve theoretical problems of movement of water in the river Barzava, it requires modelling of water flow in this case. Numerical modelling was performed using the program MIKE11. Advanced computational modules are included for description of flow over hydraulic structures, including possibilities to describe structure operation. The Hydrodynamic (HD) module is the nucleus of the MIKE 11 modelling system and forms the basis for most modules including Flood Forecasting, Advection-Dispersion, Water Quality and Non-cohesive sediment transport mod

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Sciortino, Antonella, Feike J. Leij, and Nobuo Toride. "Solute Transport in Dual-Permeability Porous Media." In World Environmental And Water Resources Congress 2012. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412312.017.

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Reports on the topic "Sediment and solute transport"

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Huettel, Markus. Transport of Gas and Solutes in Permeable Estuarine Sediments. Defense Technical Information Center, 2013. http://dx.doi.org/10.21236/ada605196.

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Huettel, Markus. Transport of Gas and Solutes in Permeable Estuarine Sediments. Defense Technical Information Center, 2009. http://dx.doi.org/10.21236/ada531009.

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Huettel, Markus. Transport of Gas and Solutes in Permeable Estuarine Sediments. Defense Technical Information Center, 2010. http://dx.doi.org/10.21236/ada541799.

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Huettel, Markus. Transport of Gas and Solutes in Permeable Estuarine Sediments. Defense Technical Information Center, 2011. http://dx.doi.org/10.21236/ada639807.

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Huettel, Markus. Transport of Gas and Solutes in Permeable Estuarine Sediments. Defense Technical Information Center, 2012. http://dx.doi.org/10.21236/ada572766.

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Drake, Thomas G. Sheetflow Sediment Transport. Defense Technical Information Center, 1996. http://dx.doi.org/10.21236/ada323697.

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Oinhong Hu. Pore Connectivity Effects on Solute Transport in Rocks. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/805593.

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Roy Haggerty. Transport Visualization for Studying Mass Trasnfer and Solute Transport in Permeable Media. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/836906.

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Zhou, Xueqing. Predicting Solute Transport in Natural Streams - A Stochastic Approach. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6933.

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Su, Grace Woan-chee. Flow dynamics and solute transport in unsaturated rock fractures. Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/751795.

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