Relevant bibliographies by topics / Seepage flow

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Seepage flow'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Seepage flow"

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Yan, Guo Xin, and Wei Wu. "Analysis on Seepage Effects of Plastic Concrete Cut-Off Wall in Construction and Operation Period of Hydropower Station Tail Channel." Applied Mechanics and Materials 580-583 (July 2014): 1816–22. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.1816.

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By numerical calculation, it analyzed the seepage effects of plastic concrete cut-off wall in in construction period. On construction period, the seepage flow from inside of channel to outside at unit length is 0.753m3/h. The seepage flow from under plastic concrete cut-off wall is 0.646m3/h which is 85.79% of total seepage flow. Under certain condition on operation period, the seepage flow from inside of channel to outside at unit length is 0.394m3/h. The seepage flow from under plastic concrete cut-off wall is 0.358m3/h which is 90.86% of total seepage flow. Under another condition on operation period, the seepage flow from inside of channel to outside at unit length is 0.249m3/h. The seepage flow from under plastic concrete cut-off wall is 0.236m3/h which is 94.78% of total seepage flow. In It showed the plastic concrete cut-off wall has obvious effect.
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Niu, Yulong, Yuan Wang, Zhiyu Sun, Jinghua Li, Xin Xiang, and Zhikui Wang. "Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture." Advances in Civil Engineering 2021 (March 19, 2021): 1–19. http://dx.doi.org/10.1155/2021/6648522.

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Under the uniform seepage boundary condition, the forward and reverse seepage flow rates will vary widely. In response to this phenomenon, this paper studies the mechanism of the difference in seepage characteristics between the forward and reverse directions from the fracture profile’s roughness, Darcy and non-Darcy seepage, and distribution of eddy currents. First of all, wavelet transform was used to decompose and reconstruct the single rough fracture for 8 times, and then 9 fracture models with various roughness degrees were constructed. Then, Finite Volume Method was used to simulate the seepage in the original and approximate models of the Reynolds number varying from 0.001 to 1000. The results show that the nonlinear seepage is necessary for the difference between the forward and reverse seepage characteristics of the single rough fracture. The mechanism of the discrepancy between forward and reverse nonlinear seepages is the diverse shapes and distribution of the eddy current generated by the forward and reverse seepage. The secondary roughness provides space for the existence and development of the eddy current. The secondary roughness is the geometric basis of the discrepancy between the forward and reverse seepage characteristics.
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Sharma, Anurag, and Bimlesh Kumar. "Double averaged turbulence characteristics of alluvial channel with downward seepage." Canadian Journal of Civil Engineering 45, no. 2 (2018): 135–51. http://dx.doi.org/10.1139/cjce-2016-0581.

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Present work evaluates the double averaged turbulence characteristics of the sand bed channel subjected to the downward seepage through permeable bed. Measures of turbulent statistics are observed to increase with the application of downward seepage. The form induced stress in near bed has a reducing effect with no seepage and an increasing effect with seepage. The seepage increases the turbulent kinetic energy and turbulent intensities causing the bed particles to move rapidly. The quadrant analysis suggests that at near bed, the sweep events in flows with seepage are the main bursting events towards the Reynolds stress production, while ejection and sweep events in no seepage flow have almost equal contribution. The increase in sediment transport with seepage is caused by an increase in flow turbulence production and an associated decrease in turbulent kinetic energy dissipation and turbulent diffusion.
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Motha, J. A., and J. M. Wigham. "Modelling overland flow with seepage." Journal of Hydrology 169, no. 1-4 (1995): 265–80. http://dx.doi.org/10.1016/0022-1694(94)02611-e.

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Qian, Chunxiang, Bei Huang, Yujiang Wang, and Miao Wu. "Water seepage flow in concrete." Construction and Building Materials 35 (October 2012): 491–96. http://dx.doi.org/10.1016/j.conbuildmat.2012.04.043.

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Zhou, Song, Hua Kang Zheng, Yi Feng Chen, and Yi Li. "Seepage Flow Analysis of Cofferdam in Deep Overburden Foundation." Advanced Materials Research 864-867 (December 2013): 2340–45. http://dx.doi.org/10.4028/www.scientific.net/amr.864-867.2340.

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Seepage problem is of great importance to the stability of the soil dams in deep overburden foundation which is composed of coarse-grained soils. With a discussion on the relationship between particle size distribution and seepage law of the coarse-grained soils, Darcy's law was applied to simulate the seepage flow process of the deep overburden foundation of the Wudongde project. The variational inequality approach of the Signorini's type was used to solve the seepage field of the cofferdam site to eliminate the singularity at the seepage points. The result illustrates that the seepage control system composed of a concreted cutoff wall and geo-membrane sloping wall exhibits perfect performance under normal operation conditions. The differences of the seepage field characteristics under different hydraulic conductivities combinations of overburden layers were discussed. Finally, stabilities under different operation situations were evaluated with linear and nonlinear analysis with a consideration of the effects of seepage process.
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Wang, Xiao Zhi, and Zhi Gang Liu. "Network Seepage Flow Research Based on Complex Network." Applied Mechanics and Materials 608-609 (October 2014): 392–96. http://dx.doi.org/10.4028/www.scientific.net/amm.608-609.392.

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Quantum communication is the information network communication cross technology developed in recent years. And it is a new communication technology by using network effects of quantum to carry out information transmission. Quantum communication is closely relative with quantum cryptography, quantum teleportation and quantum transport protocol. Quantum communication belongs to the complex network communication. Quantum bit is the basic unit of the network transmission. The wide range of application of quantum complex network is mainly the preparation of remote distance network seepage flow. In the process of quantum complex network information transmission, it is easily susceptible to environmental disturbances, so that it decreases the signal. This paper puts forward a scheme of solving quantum complex network transmission - network seepage flow. Traditional network seepage flow protocol scheme is the CEP network seepage flow agreement, but this solution has a certain limitation. The paper carries out the "target-swap" operation to CEP network seepage flow protocol, and obtains the QEP seepage flow protocol, and the superiority of this kind network seepage flow is proved through experimental network.
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FUKUOKA, Shoji, and Kosuke TABATA. "INDEX GOVERNING THE SEEPAGE FLOW AND DYNAMIC SIMILARITY CONDITION OF LEVEE FAILURE DUE TO SEEPAGE FLOW: SEEPAGE FLOW NUMBER AND LEVEE VULNERABILITY INDEX." Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 74, no. 5 (2018): I_1435—I_1440. http://dx.doi.org/10.2208/jscejhe.74.5_i_1435.

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Wu, Chang Chun. "An Analysis of Two-Dimensional Steady Seepage Flow of Earth Dam Based on FEM." Advanced Materials Research 446-449 (January 2012): 2699–702. http://dx.doi.org/10.4028/www.scientific.net/amr.446-449.2699.

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Through project examples, this paper set up a two-dimensional finite element seepage flow model with the help of the Auto-BANK software, to solve the soakage line overflow points, seepage quantity and seepage gradient of the earth dam based on the basic equation of steady seepage flow of earth dam and definite conditions. It is found that this method can effectively calculate and analyse multi-media seepage flow field with complex boundaries.
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Kells, J. A. "Spatially varied flow over rockfill embankments." Canadian Journal of Civil Engineering 20, no. 5 (1993): 820–27. http://dx.doi.org/10.1139/l93-107.

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A procedure for determining the flow conditions through and over a simple, rockfill embankment having a horizontal top surface is presented. In this situation, the free surface flow regime can be characterized as spatially varied and the seepage flow regime as non-Darcian. Included in the paper are a review of spatially varied flow theory and analysis, a brief description of the numerical method used to conduct the non-Darcy seepage analysis, a few comments with respect to the determination of the flow properties of the model rockfill, and a discussion of the application of the analysis procedure to a model rockfill embankment. Two flow conditions were tested. The one flow condition was for partial overtopping of the embankment, while the other involved complete overtopping. The spatially varied flow analysis was carried out using a spreadsheet, and it included the incorportion of Hinds' method for control point location. A modified version of a Darcian finite element seepage program was used for the seepage analysis. The computed results are compared with those obtained from a physical model. As shown in the paper, the results are generally supportive of the proposed modeling procedure. Key words: control point, non-Darcy seepage, numerical model, physical model, porous media, rockfill, spatially varied flow.
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Dissertations / Theses on the topic "Seepage flow"

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BASEGHI, BEHDAD. "THREE-DIMENSIONAL SEEPAGE THROUGH POROUS MEDIA WITH THE RESIDUAL FLOW PROCEDURE." Diss., The University of Arizona, 1987. http://hdl.handle.net/10150/184107.

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The purpose of this study is to present the development and application of residual flow procedure for analysis of three-dimensional (3-D) steady-state and transient seepage. The finite element equations are derived using a pseudo-variational principle which leads to a transient residual flow (load) vector that, in turn, is used to correct the position of the free surface iteratively. The procedure involves a fixed mesh which requires no mesh regeneration during transient analysis and during iterations. The procedure is also capable of handling material nonhomogeneities and anisotropy with relative ease. Several applications are made including verification with respect to closed-form solutions, and with results from a laboratory glass bead model simulating three-dimensional situations. For these glass beads, the coefficients of permeability and specific storage are also evaluated experimentally.
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Anderman, Evan R. Poeter Eileen P. "Field verification of stream-aquifer interactions Colorado School of Mines survey field, Golden, Colorado /." Fort Collins, Colo. : Colorado Water Resources Research Institute, Colorado State University, 1993. http://hdl.handle.net/10176/co:4527_ucsu61410169internet.pdf.

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Thesis (M. Eng.)--Colorado School of Mines, 1993.
Thesis advisor: Eileen Poeter, Dept. of Geology and Geological Engineering. Includes bibliographical references (leaves 93-97). Includes bibliographical references (p. 93-97). Also available in print version.
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Cimbali, Giulio. "Stability of the tunnel face reinforced by bolts under seepage flow conditions." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016.

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Il presente lavoro tratta la stabilità del fronte di scavo, rinforzato con barre di consolidamento ed interessato da drenaggi in avanzamento, di gallerie sotto falda in rocce tenere o terreni. Tale studio è stato sviluppato dal progetto di Tesi attraverso l’analisi all’equilibrio limite che approssima il fronte di scavo con un rettangolo e considera un meccanismo di rottura composto da un cuneo, a tergo del fronte, caricato da un prisma. Il metodo descritto consente di tenere conto dell’effetto stabilizzante delle barre, mediante una distribuzione della pressione di supporto non uniforme. Nel caso di gallerie sotto falda, lo stesso metodo permette inoltre di considerare l’effetto destabilizzante dei gradienti idraulici. Sono state ricavate soluzioni analitiche per la valutazione della stabilità, ed implementate successivamente nel software di analisi numerica MATLAB. Dalle analisi condotte è emerso che il numero minimo di barre per garantire la stabilità del fronte di scavo è in molti casi elevato e risulta impossibile da porre in opera in terreni scarsamente coesivi o in gallerie sotto elevati battenti d’acqua. Per risolvere questa situazione si può prevedere l’inserimento di drenaggi in avanzamento, con lo scopo di diminuire i gradienti idraulici nei pressi del fronte della galleria. Il modello che descrive il nuovo andamento dei carichi idraulici, considerando la presenza di dreni, è stato realizzato con il software commerciale agli elementi finiti COMSOL. Una volta determinati gli andamenti dei carichi idraulici, sono stati condotti studi parametrici sull’effetto dei dreni combinato con gli elementi di rinforzo. Dopo tali analisi sono stati ricavati nomogrammi adimensionali che tengano conto della presenza contemporanea delle barre e dei dreni. Tali diagrammi costituiscono uno strumento utile e valido per la progettazione del rinforzo del fronte di scavo. Infine sono stati realizzati confronti fra casi di studio reali e risultati ottenuti dal modello.
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Abrishami, J. "An investigation into the flow of water in partially saturated sands and its representation using finite element." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376617.

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Simpson, Matthew. "An analysis of unconfined ground water flow characteristics near a seepage-face boundary." University of Western Australia. Centre for Water Research, 2003. http://theses.library.uwa.edu.au/adt-WU2004.0025.

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A quantitative understanding of ground water flow characteristics in unconfined aquifers is important because of the prevalence of abstraction from, and pollution of these systems. The current understanding of ground water flow in unconfined aquifers is limited because of the dominance of horizontal flow modelling strategies used to represent unconfined flow processes. The application of horizontal flow principles leads to an ignorance of seepage-face formation and can not predict the complicated three-dimensional nature of the ground water flow that dominates at the ground water-surface water interface. This study aims to address some of these deficiencies by exploring the true three-dimensional nature of ground water flow including the formation of seepage faces at the ground water-surface water interface using numerical and laboratory techniques. A finite element model for simulating two-dimensional (vertical) variably saturated flow is developed and benchmarked against standard laboratory and field-scale solutions. The numerical features of the finite element model are explored and compared to a simple finite difference formulation. The comparison demonstrates how finite element formulations lead to a broader spatial averaging of material properties and a different method for the representation of specified flux boundaries. A detailed comparison analysis indicates that these differences in the finite element solution lead to an improved approximation to the partial differential equation governing two-dimensional (vertical) variably saturated flow. A laboratory analysis of unconfined ground water flow and associated solute transport characteristics was performed. The analysis focused upon unconfined flow towards a pumping well. The laboratory observations were reliably reproduced using a three-dimensional (axi-symmetric), variably saturated ground water flow model. The model was benchmarked against the ground water flow characteristics such as the seepage-face height and total flow rate. In addition, the model was shown to reliably reproduce the solute transport features such as travel times and streamline distributions. This is the first time that a numerical model has been used to reliably reproduce the solute transport characteristics near a seepage-face boundary where the three-dimensional flow effects are prevalent. The ability to reliably predict solute transport patterns in the seepage-face zone is important since this region is known to support vital microbially facilitated reactions that control nutrient cycling and contaminant attenuation. The three-dimensional travel time distribution near the seepage-face was compared to that predicted using a horizontal flow modelling approach derived from the basic Dupuit-Forchheimer equations. The Dupuit-Forchheimer based model indicated that horizontal flow modelling would under-estimate the total residence time near a seepage-face boundary, thereby introducing a considerable source of error in a solute transport analysis. For this analysis, a new analytical solution for the steady travel time distribution in an unconfined aquifer subject to a single pumping well was derived. The analytical model has identified, for the first time in the hydrogeology literature, the use of the imaginary error function. The imaginary error function is a standard transcendental function and an infinite series approach to evaluate the function was successfully proposed. The two-dimensional (vertical) ground water flow model was extended to handle the case where the flow is driven by density gradients near the ground water-surface water interface. The unsteady, two-dimensional, Galerkin finite element model of density-dependent ground water flow in variably saturated porous media is rigorously presented and partially benchmarked under fully saturated (confined) conditions. The partial benchmarking involved reproducing solutions to the standard Henry salt-water intrusion and the Elder salt-convection problems. The model was used in a standard density-coupled and a new density-uncoupled mode to elucidate the worthiness of the Henry and Elder problems as benchmark standards. A comparison of the coupled and uncoupled solutions indicates that the Henry salt-water intrusion problem has limited worthiness as a benchmark as the patterns of ground water flow are relatively insensitive to density-coupled effects. Alternatively, the Elder problem is completely dependent upon a correct representation of the density-coupled flow and solute transport processes. The coupled versus uncoupled comparison is proposed as a new test of the worthiness of benchmark standards. The Henry salt-water intrusion problem was further analysed in an attempt to alleviate some of the difficulties associated with this benchmark problem. The numerical model was tested against a re-evaluated version of Henry's semi-analytical solution for the coupled solute concentration distribution. The numerical model was used to propose a modified version of the Henry problem where the importance of density-coupled processes was increased. The modified problem was shown to have an improved worthiness as compared to the standard solution. The numerical model results were benchmarked against a new set of semi-analytical results for the modified problem. Certain advantages in using the modified problem as a test case for benchmarking the results of a numerical model of density-dependent ground water flow are identified. A numerical investigation of the patterns of density-driven ground water flow at the ground water-surface water interface was undertaken. The numerical model is shown to produce grid-independent results for a finely discretised domain. The pattern of discharge is controlled, in part, by two parameters. One describes the recharge applied to the aquifer, and the second describes the magnitude of the density differences between the fresh recharging fluid and the saline receiving fluid. The influence of dense intrusions upon the formation of seepage-face boundaries at the ground water-surface water interface under steady-state conditions was also investigated. Dense intrusions are shown to dominate the pattern of ground water flow only under mild recharge conditions, while seepage faces dominate the outflow pattern under strong recharge conditions. Therefore, the formation of seepage-face boundaries and dense intrusions are unlikely to coincide under the conditions examined in this study.
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Liang, Y., C. Zeng, J. J. Wang, M. W. Liu, Yeh T. C. Jim, and Y. Y. Zha. "Constant Gradient Erosion Apparatus for Appraisal of Piping Behavior in Upward Seepage Flow." AMER SOC TESTING MATERIALS, 2017. http://hdl.handle.net/10150/625214.

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Seepage direction is crucial for understanding the critical state and development of piping erosion. A stress-controlled apparatus was designed to investigate the piping behavior of cohesionless soil under upward flow condition. The components of the new apparatus included a loading chamber, a vertical and confining loading system, an upstream water supply device, a soil-water separating system, and a water collecting system. The loading chamber provides space for a soil specimen setting and loading. The combination of a vertical and a confining loading system was designed to apply complex stresses to a soil specimen. Under the stresses, the specimen was then eroded by the gradually increasing hydraulic head supplied by the water supply system. The eroded particle and spilling water were collected and detected by the soil-water separating system and the water collecting system. A series of experiments were carried out using the new apparatus. Results demonstrated the repeatability experiments and usefulness of the apparatus. The new apparatus allowed us to investigate the piping behavior under different stress states and hydraulic gradients. With this new apparatus and experiments, we found that lower and high critical hydraulic gradients (CHGs) should be included as the criteria of piping development based on the relationship between the hydraulic gradient and the seepage response. In addition, the stress state on the CHG and the particle erosion rate played important roles in the piping development. The outer pressure on the specimen can retard the development of erosion. In contrast, the hydraulic gradient was found to be positively correlated to the erosion rate. Results also indicated that a specimen would collapse once the amount of eroded small particles exceeds the critical value of 46.5 % of the soil.
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Elmore, Andrew Curtis 1964. "A finite element investigation of flow through an earth dam with open cracks using thin element technique." Thesis, The University of Arizona, 1988. http://hdl.handle.net/10150/276897.

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The residual flow procedure (RFP) is used to conjunction with finite element method for solution of steady state free surface seepage in dams containing open cracks. The cracks are simulated using the thin-layer element concept. A comprehensive parametric study is performed to analyze the applicability of the numerical procedure with the thin layer element. Here, vertically trending as well as horizontally trending open cracks are considered with variable lengths, widths, and conductivities. It is found that the numerical results involve oscillatory, unstable, and physically unreasonable behavior beyond critical values of the geometry and conductivities. Here, the vertically trending configurations are found to be relatively more sensitive than the horizontally trending configurations. Although additional research will be needed to analyze other factors such as different crack geometries, transient flow, and different ratios of crack conductivities to surrounding soil conductivities, the results presented here suggest that the procedure can be applied for seepage analysis in dams containing open cracks.
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Chen, Zhao. "Internal stability of a compacted core material of glacial till subjected to horizontal seepage flow." Master's thesis, Université Laval, 2020. http://hdl.handle.net/20.500.11794/66427.

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Lapham, Wayne Wright, and Wayne Wright Lapham. "Conductive and convective heat transfer in sediments near streams." Diss., The University of Arizona, 1988. http://hdl.handle.net/10150/191144.

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An Fourier Series solution is presented that describes the simultaneous, one-dimensional, vertical flow of heat and ground water in homogeneous, porous media beneath streams. Use of this analytical solution provides an indirect method of determining vertical flow rates and the effective vertical hydraulic connection between sediments and overlying streams. The method consists of varying the Darcy velocity in the solution until the temperature profiles predicted by the solution match those measured in the field. The method was applied at three field sites in Central Massachusetts. At the first site, which is underlain by lacustrine clay, the vertical flow rate through the clay was determined to be less than 5x10⁻⁷ cm/s and the vertical hydraulic conductivity was less than 0.08 cm/s. The vertical flow rate through mixed sand and gravel underlying the second site equaled 7.5x10⁻⁶ cm/s and vertical hydraulic conductivities of sediments underlying the site ranged from 3.8x10⁻⁴ to 3.1x10⁻³ cm/s. The vertical flow rate through mixed sand and gravel underlying the third site ranged from 3x10⁻⁵ to 7x10⁻⁵ cm/s and vertical hydraulic conductivities of sediments underlying the site ranged from 1x10⁻³ to 4x10⁻³ cm/s. The simultaneous flow of heat and ground water in sediments beneath streams may be more complex than that assumed for the Fourier Series solution. The additional complexity may be partially attributable to two factors: the presence of horizontal ground-water flow, and the presence of thermal conditions near the stream that differ from conditions in the stream itself. The effects of that these two factors have on thermal regimes in sediments beneath streams were investigated using numerical simulations. Results indicate, for example, that under conditions of no horizontal ground-water flow, thermal conditions near the stream can affect temperatures in sediments beneath the stream as far as 900 cm from the stream bank. For horizontal flow rates greater than about 1x10⁻⁴ cm/s, thermal conditions near the stream can affect temperatures in sediments beneath the stream as far as 1500 cm from the stream bank. The method of determining flow rates and hydraulic connection has been applied to stream-aquifer systems. However, the method also may have application in other hydrologic settings. Two such applications might be to determine flow rates to and from lakes and rates of recharge to aquifers.
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Awal, Ripendra. "Study on Landslide Dam Failure Due to Sliding and Overtopping." 京都大学 (Kyoto University), 2008. http://hdl.handle.net/2433/66199.

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Kyoto University (京都大学)
0048
新制・課程博士
博士(工学)
甲第14136号
工博第2970号
新制||工||1441(附属図書館)
26442
UT51-2008-N453
京都大学大学院工学研究科社会基盤工学専攻
(主査)教授 中川 一, 教授 関口 秀雄, 教授 藤田 正治
学位規則第4条第1項該当
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Books on the topic "Seepage flow"

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Groundwater and seepage. Dover, 1991.

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Cedergren, Harry R. Seepage, drainage, and flow nets. 3rd ed. Wiley, 1989.

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Hevesi, Joseph A. Preliminary estimates of spatially distributed net infiltration and recharge for the Death Valley Region, Nevada-California. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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Monakhov, V. N. Kraevye zadachi filʹtrat︠s︡ii: Sbornik nauchnykh trudov. In-t gidrodinamiki SO RAN, 1994.

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Hevesi, Joseph A. Preliminary estimates of spatially distributed net infiltration and recharge for the Death Valley Region, Nevada-California. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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ARS Workshop on "Real World" Infiltration (1996 Pingree Park, Colo.). ARS Workshop on "Real World" Infiltration: Proceedings of the 1996 workshop : July 22-25, 1996, Pingree Park, CO. Water Resources Research Institute, Colorado State University, 1996.

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Simonds, F. W. Surface water-ground water interactions along the lower Dungeness River and vertical hydraulic conductivity of streambed sediments, Clallam County, Washington, September 1999-July 2001. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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Simonds, F. W. Surface water-ground water interactions along the lower Dungeness River and vertical hydraulic conductivity of streambed sediments, Clallam County, Washington, September 1999-July 2001. U.S. Dept. of the Interior, U.S. Geological Survey, 2002.

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Wheeler, Jerrod D. Seepage investigation on selected reaches of Fish Creek, Teton County, Wyoming, 2004. U.S. Geological Survey, 2005.

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Yager, Richard M. Simulated effects of ground-water augmentation on the hydrology of Round and Halfmoon Lakes in northwest Hillsborough County, Florida. U.S. Dept. of the Interior, U.S. Geological Survey, 2004.

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Book chapters on the topic "Seepage flow"

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Wittke, Walter. "Permeability and Seepage Flow." In Rock Mechanics Based on an Anisotropic Jointed Rock Model (AJRM). Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433604281.ch6.

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Wittke, Walter. "Coupling of Stress-Strain Behavior and Seepage Flow." In Rock Mechanics Based on an Anisotropic Jointed Rock Model (AJRM). Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433604281.ch7.

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Wittke, Walter. "Conceptual Model of Seepage Flow through a Rock Mass." In Rock Mechanics. Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-88109-1_5.

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Chang-Xi, Mao, Duan Xiangbao, and Mao Peiyu. "Study on Breakwater Stability under Waves Induced Seepage Flow." In Groundwater Updates. Springer Japan, 2000. http://dx.doi.org/10.1007/978-4-431-68442-8_70.

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Jiang, Bin, and John C. Bruch. "Numerical Simulation of Free Seepage Flow on Non-matching Grids." In Lecture Notes in Computational Science and Engineering. Springer Berlin Heidelberg, 2007. http://dx.doi.org/10.1007/978-3-540-34469-8_75.

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Kusakabe, Osamu, Yasuhiro Okumura, and Akio Nakase. "Centrifuge Modeling of River Bank Failures Due to Seepage Flow." In Flood Hydrology. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3957-8_34.

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Takahashi, H., S. Sassa, Y. Morikawa, and D. Takano. "Bearing Capacity of Breakwater Mound Under Tsunami-Induced Seepage Flow." In Geotechnical Hazards from Large Earthquakes and Heavy Rainfalls. Springer Japan, 2016. http://dx.doi.org/10.1007/978-4-431-56205-4_3.

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Chen, Xi, Lun Zhao, Zuoqian Wang, Baolei Liu, and Qing Wei. "A Study on Seepage Flow Characteristic Equation for High Water-Cut Oilfields." In Springer Series in Geomechanics and Geoengineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-2485-1_136.

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Wittke, Walter. "Analysis of Seepage Flow in a Rock Mass Using the Discrete Model." In Rock Mechanics. Springer Berlin Heidelberg, 1990. http://dx.doi.org/10.1007/978-3-642-88109-1_9.

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Herrera-Granados, Oscar, and Stanisław W. Kostecki. "Analysis of Turbulent Flow Measurements in a Flume with Induced Upward Seepage." In Experimental Methods in Hydraulic Research. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17475-9_10.

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Conference papers on the topic "Seepage flow"

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Sun, Guangcai, WenLi Wei, Bin Lv, Y. L. Liu, and Wenxue Hu. "Research on Numerical Solution of Seepage Flow." In 2011 Asia-Pacific Power and Energy Engineering Conference (APPEEC). IEEE, 2011. http://dx.doi.org/10.1109/appeec.2011.5748621.

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Boufadel, Michel C., Makram T. Suidan, and Albert D. Venosa. "Effect of Unsaturated Flow on Steady Seepage." In Waterpower Conference 1999. American Society of Civil Engineers, 1999. http://dx.doi.org/10.1061/40440(1999)93.

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FUKUOKA, SHOJI, and KOSUKE TABATA. "DERIVATION OF THE INDEX GOVERNING THE SEEPAGE FLOW AND DYNAMIC SIMILARITY CONDITION OF LEVEE FAILURES DUE TO SEEPAGE FLOW." In RIVER BASIN MANAGEMENT 2019. WIT Press, 2019. http://dx.doi.org/10.2495/rbm190071.

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Kalinich, Donald A., and Michael L. Wilson. "Effects of Uncertainty and Spatial Variability on Seepage Into Drifts in the Yucca Mountain Total System Performance Assessment Model." In ASME 2001 8th International Conference on Radioactive Waste Management and Environmental Remediation. American Society of Mechanical Engineers, 2001. http://dx.doi.org/10.1115/icem2001-1247.

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Abstract Seepage into the repository drifts is an important factor in total-system performance. Uncertainty and spatial variability are considered in the seepage calculations. The base-case results show 13.6% of the waste packages (WPs) have seepage. For 5th percentile uncertainty, 4.5% of the WPs have seepage and the seepage flow decreased by a factor of 2. For 95th percentile uncertainty, 21.5% of the WPs have seepage and the seepage flow increased by a factor of 2. When seepage was forced on 100% of the WPs the seepage flow increased by a factor of 3.
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Chen, Guangqi, Lu Zheng, Yingbin Zhang, Simeng Dong, Yasuo Kasugai, and Tsukasa Kawakami. "Stability Analysis of Breakwater Under Seepage Flow Using DDA." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-11605.

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In order to explain the mechanism of breakwater failure destroyed by the massive tsunami triggered by the 2011 off the Pacific coast of Tohoku Earthquake, a failure mode is presented from the view of geotechnical engineering by considering the seepage force rather than the failure modes by using the existing failure mechanisms released in Coastal Engineering. It is proposed that a pseudo-steady state flow condition inside of the rubble mound can be created by high hydraulic head difference, which becomes possible due to the behaviour of the long period of tsunami wave. At first, a piping initiated local failure model is proposed and the phenomenon of piping initiated failure by laboratory model experiments is re-enacted. Also, the piping-initiated local failure of a breakwater is re-enacted by DDA simulation. And then, DDA is applied to the stability analysis of breakwater under seepage flow with new proposed displacement based failure criteria which can consider both global and local failure. A relationship between the height of a tsunami with the safety factor of a breakwater has been obtained. The results have been validated by both the laboratory model experiments and comparison with simplified Bishop Method.
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Li Shen, Dong Xin-Guang, and Wu Bin. "Study on radical well structure of integrating seepage flow and pipe flow." In 2011 International Symposium on Water Resource and Environmental Protection (ISWREP). IEEE, 2011. http://dx.doi.org/10.1109/iswrep.2011.5892984.

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Haiyun Li and Zheng Wang. "A Seepage Flow Model for Vertebra CT Image Segmentation." In 2005 IEEE Engineering in Medicine and Biology 27th Annual Conference. IEEE, 2005. http://dx.doi.org/10.1109/iembs.2005.1615953.

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Su, Z., Lawrence M. Cathles, D. F. Chen, et al. "Computation on free gas seepage and associated seabed pockmark formation." In THE 6TH INTERNATIONAL SYMPOSIUM ON MULTIPHASE FLOW, HEAT MASS TRANSFER AND ENERGY CONVERSION. AIP, 2010. http://dx.doi.org/10.1063/1.3366341.

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Hong, Liu, and Wang Xinhai. "Improved difference method in numerical simulation of linear seepage flow." In 2011 International Conference on Mechatronic Science, Electric Engineering and Computer (MEC). IEEE, 2011. http://dx.doi.org/10.1109/mec.2011.6025948.

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Changjun Zhu and Zhenchun Hao. "Non-darcy seepage modeling of groundwater flow and its simulation." In 2009 International Conference on Industrial Mechatronics and Automation (ICIMA 2009). IEEE, 2009. http://dx.doi.org/10.1109/icima.2009.5156657.

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Reports on the topic "Seepage flow"

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FLACH, GREGORYP. Hydrogeological Analysis and Groundwater Flow for C-Reactor Area with Contaminant Transport for C-Reactor Seepage Basins (CRSB) and C-Area Burning/Rubble Pit (CBRP). Office of Scientific and Technical Information (OSTI), 1999. http://dx.doi.org/10.2172/833520.

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Evaluation of ground-water flow and hydrologic budget for Lake Five-O, a seepage lake in northwestern Florida. US Geological Survey, 1995. http://dx.doi.org/10.3133/wri944145.

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