Relevant bibliographies by topics / Seepage Velocity

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

Academic literature on the topic 'Seepage Velocity'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Seepage Velocity"

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Panchali, Chakraborty. "Study of Flow Field Around Abutment Under Suction Seepage." International Journal of Emerging Science and Engineering (IJESE) 13, no. 6 (2025): 32–39. https://doi.org/10.35940/ijese.E4623.13060525/.

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<strong>Abstract:</strong> The present study investigates the effects of side, vertical, and a combination of both side and vertical suction seepage on the flow patterns in a laboratory flume. To examine streamwise, transverse, and vertical components, an Acoustic Doppler Velocimeter (ADV) is used to analyze the complete velocity readings. The results demonstrate that near-bed velocity is relatively higher under suction seepage conditions than in other conditions. The impact of side suction seepage is primarily in the lower area next to the side wall. The vertical and transverse components of
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Panchali, Chakraborty. "Study of Flow Field Around Abutment Under Suction Seepage." International Journal of Emerging Science and Engineering (IJESE) 13, no. 6 (2025): 32–39. https://doi.org/10.35940/ijese.E4623.13060525.

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<strong>Abstract: </strong>The present study investigates the effects of side, vertical, and a combination of both side and vertical suction seepage on the flow patterns in a laboratory flume. To examine streamwise, transverse, and vertical components, an Acoustic Doppler Velocimeter (ADV) is used to analyze the complete velocity readings. The results demonstrate that near-bed velocity is relatively higher under suction seepage conditions than in other conditions. The impact of side suction seepage is primarily in the lower area next to the side wall. The vertical and transverse components of
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Al-Madhlom, Qais, Nadhir Al-Ansari, Bashar Abid Hamza, Jan Laue, and Hussain Musa Hussain. "Seepage Velocity: Large Scale Mapping and the Evaluation of Two Different Aquifer Conditions (Silty Clayey and Sandy)." Hydrology 7, no. 3 (2020): 60. http://dx.doi.org/10.3390/hydrology7030060.

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Seepage velocity is a very important criterion in infrastructure construction. The planning of numerous large infrastructure projects requires the mapping of seepage velocity at a large scale. To date, however, no reliable approach exists to determine seepage velocity at such a scale. This paper presents a tool within ArcMap/Geographic Information System (GIS) software that can be used to map the seepage velocity at a large scale. The resultant maps include both direction and magnitude mapping of the seepage velocity. To verify the GIS tool, this study considered two types of aquifer condition
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Guan, Cuo, Xianjie Li, Ke Hu, Chen Liu, Hong Du, and Ruokun Xian. "Development and Application of a Percolation Velocity Monitoring Method in Multiphase Percolation Physical Experiments." Geofluids 2024 (April 20, 2024): 1–10. http://dx.doi.org/10.1155/2024/5525827.

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Unlike conventional single-phase seepage monitoring methods, monitoring multiphase flow in porous media is more complex. This paper addresses this complexity by analyzing the heat transfer in porous media models under multiphase seepage conditions. It introduces a set of theories, methods, and devices to effectively monitor the flow velocity in multiphase seepage processes. Utilizing a self-developed single-point self-heating temperature-sensing device combined with saturation testing at monitoring points, we establish a method to determine the relationship between different saturation and res
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Yasuda, Youichi, and Megumi Uemura. "Experimental Investigation on Velocity Fields of Seepage Flow Inside Gravel Mount." Journal of Environmental Science Studies 6, no. 2 (2023): 14. http://dx.doi.org/10.20849/jess.v6i2.1373.

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There is little information on velocity field of seepage flows. The formation of seepage flow is significant for aquatic habitat including spawning of aquatic animals in river. To create spawning fields in river, the stability of a heaped-up gravels during floods is required for its artificial formation. The velocity measurement of seepage flows is also necessary. This paper presents velocity fields of seepage flows in a heaped-up gravels. The experimental study yields that the heaped-up gravels are stabilized by installing the consecutively assembled boulders on the gravels. Also, small mean
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Zhang, Shuguang, Xiao Yun, Yu Song, Wenbo Liu, and Li Yang. "Fluid-Structure Coupling Creep Characteristics of Red-Bed Soft Rock in South China." Water 14, no. 24 (2022): 4088. http://dx.doi.org/10.3390/w14244088.

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In order to study the creep characteristics and mechanism of red-bed soft rock under the water–rock interaction, fluid–structure coupling triaxial compression tests and creep tests under stepwise loading were carried out. Furthermore, the influences of seepage pressure and stress on creep deformation, long-term strength, Poisson’s ratio, and seepage velocity were analyzed. According to the experimental results, the influence of seepage on the creep of soft rock cannot be ignored. The results show that the seepage leads to a decrease in triaxial strength and long-term strength, and an increase
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Shan, Renliang, Weijun Liu, Gaojun Chai, and Shengchao Xiao. "Experimental Study on Influencing Factors of Characteristic Index of Local Horizontal Frozen Body of Double-Row Pipe under Seepage." Advances in Materials Science and Engineering 2020 (April 1, 2020): 1–11. http://dx.doi.org/10.1155/2020/8267692.

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In order to deeply understand the influence of different factors on the characteristic indicators of the double-row-pipe partial horizontal frozen body in the sand-gravel stratum under the effect of seepage flow, several sets of sand-gravel stratum frozen model tests were carried out based on the similarity theory. The research showed that (1) under the effect of seepage flow, the backwater surface of the horizontal frozen body is in the shape of a quadratic parabolic and the development velocity of the backwater surface is inversely proportional to the square of the freezing time. The influen
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Liu, Tao, Wenjing Sun, Hailei Kou, et al. "Experimental Study of Leakage Monitoring of Diaphragm Walls Based on Distributed Optical Fiber Temperature Measurement Technology." Sensors 19, no. 10 (2019): 2269. http://dx.doi.org/10.3390/s19102269.

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In geotechnical engineering seepage of diaphragm walls is an important issue which may cause engineering disasters. It is therefore of great significance to develop reliable monitoring technology to monitor the leakage. The purpose of this study is to explore the application of a distributed optical fiber temperature measurement system in leakage monitoring of underground diaphragm walls using 1 g model tests. The principles of seepage monitoring based on distributed optical fiber temperature measurement technology are introduced. Fiber with heating cable was laid along the wall to control see
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Tu, Shujie, Xiaoming Liu, and Hongjiang Cai. "Effect of gravity on colloidal particle transport in a saturated porous medium: Analytical solutions and experiments." PLOS ONE 17, no. 10 (2022): e0275644. http://dx.doi.org/10.1371/journal.pone.0275644.

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The colloidal particle transport process in all porous media from laboratory to nature is affected by gravity. In this paper, a mathematical model of colloidal particle migration in a saturated porous medium with the gravity effect is established by combining the gap velocity (advection) with the settling velocity (gravity effect), and an analytical solution of the particle migration problem with time variation of the particle injection intensity is obtained using an integral transformation. The correctness and rationality of the analytical solution are verified by comparing the experimental a
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Si, Kai, Ruidong Peng, Leilei Zhao, et al. "Numerical Simulation on Mesoscale Mechanism of Seepage in Coal Fractures by Fluid-Sloid Coupling Method." Geofluids 2021 (March 16, 2021): 1–11. http://dx.doi.org/10.1155/2021/5562149.

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Trying to reveal the mechanism of gas seepage in coal is of significance to both safe mining and methane exploitation. A series of FEM numerical models were built up and studied so as to explore the mesoscale mechanism of seepage in coal fractures. The proposed mesoscale FEM model is a cube with micron fractures along three orthogonal directions. The distribution of velocity and pressure under fluid-solid coupling was obtained, and furthermore, the seepage flow flux and an equivalent permeability of the whole model were calculated. The influences of fracture width, outlet velocity, and in situ
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Dissertations / Theses on the topic "Seepage Velocity"

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Fang, Kun. "Progression and onset of undercut slope failure observed by surface velocity in physical models subjected to arch action." Kyoto University, 2019. http://hdl.handle.net/2433/242486.

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Scudeler, Carlotta. "Numerical modeling of flow and solute transport phenomena in subsurface and coupled surface-subsurface hydrology." Doctoral thesis, Università degli studi di Padova, 2016. http://hdl.handle.net/11577/3421912.

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The overall aim of the work described in this thesis is to bring a number of contributions to hydrology and hydrological modeling in the framework of a specific physically-based numerical model for integrated surface subsurface and flow-transport processes, the CATchment-HYdrology Flow-Transport (CATHY_FT) model. These contributions revolve around three main themes: the enhancement of the numerical performance of hydrological models for flow and transport phenomena, the improvement of our current understanding of complex boundary conditions in order to reduce the errors associated with their m
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HUANG, REN-CHUNG, and 黃任中. "Model Testing and Theoretical Verification of Critical Seepage Velocity due to Artificial Ground Freezing." Thesis, 2019. http://ndltd.ncl.edu.tw/handle/y6j3kh.

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博士<br>國立雲林科技大學<br>工程科技研究所<br>107<br>Artificial ground freezing (AGF) technique has been considered not only safe, but also an environment-friendly method for the excavation in underground construction engineering. The technique would increase the strength and decrease the permeability of soils in the frozen zone. Due to a completely reversible process, the AGF would have a minimal impact on the environment and therefore is considered as a safe, economical and “green” method for excavations in the ground. The effectiveness of AGF technique, however, is largely determined by the formation of a c
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Book chapters on the topic "Seepage Velocity"

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Al-Madhlom, Qais, Nadhir Al-Ansari, Hussain Musa Hussain, and Jan Laue. "Seepage Velocity Mapping Using ArcMap/GIS Software." In Recent Advances in Environmental Science from the Euro-Mediterranean and Surrounding Regions (2nd Edition). Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-51210-1_268.

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Zhang, Tao, and Huaizhi Su. "Experimental on Distributed Heating Fiber Optic Sensing for Typical Seepage of Embankment." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-7251-3_23.

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AbstractSeepage is an important factor affecting the safety of embankment engineering. It is of great significance to strengthen seepage monitoring, obtain hidden danger information in time and deal with it scientifically for ensuring the safety of the whole embankment. Guided by the heating optical fiber sensing theory, a large scale embankment model optical fiber testing platform was designed and built. With this platform, model tests of large scale embankment are carried out under three typical conditions, including variable water level, different tangential flow velocity and different rain
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Liu, Wenchao, Jun Yao, and Weiyao Zhu. "Nonlinear Problems of Low-Velocity Non-Darcy Seepage Flow." In Analytical and Numerical Methods for Nonlinear Fluid Flow Problems in Porous Media. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-1635-7_4.

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Yang, Bo. "Analysis on Migration Mechanism of Chloride Ions in Concrete Close-End Pipe Piles." In Advances in Frontier Research on Engineering Structures. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_33.

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AbstractDifferent migration mechanisms of chloride in concrete are introduced and various kinds of influences on diffusion coefficient, including temperature, relative humidity and age are also elaborated. Based on Fick second law and the boundary condition of close-end pipe pile, the analytical solution to chloride migration equation due to the process of both diffusion and convection is deduced. Applying this result to a typical jacked PHC pile, the chloride concentration is analyzed and the effect, which the seepage velocity, thickness of pipe pile and the diffusion coefficient have on dist
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Abdullah, Twana, Salahalddin Saeed Ali, Nadhir Al-Ansari, and Sven Knutsson. "Seepage Velocity of Different Groundwater Aquifers in Halabja Saidsadiq Basin—NE of Iraq." In Recent Advances in Environmental Science from the Euro-Mediterranean and Surrounding Regions (2nd Edition). Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-51210-1_267.

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Chen, Liang, Chongwu Lei, Chunmu Luo, and Yueqi Li. "Correction of the Seepage Velocity of Soluble Contaminants in Sand with Different Particle Size Distribution." In Environmental Science and Engineering. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-2221-1_65.

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Li, Wei, Shiquan Hao, Ju Wang, and Junpeng Zou. "Prediction of Construction Water Inflow of Karst Water-Rich Tunnel Without Drainage Tunnel." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_32.

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AbstractThe construction of infrastructure in China faces substantial challenges due to the complex geological conditions and groundwater in karst areas, particularly in tunnel construction. The construction of the Maoping Port railway tunnel in the Three Gorges Hub area has been accompanied by the emergence of caves and faults. The excavation process for the tunnel has been found to expose caves and cavities, leading to sudden surges of water and mud, which can pose a risk. Hence, there is a pressing need to precisely forecast the water inflow in the karst region of Yangmuling Tunnel, in orde
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"seepage velocity." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_191723.

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Li, Gaochao, Jie Yang, Anan Zhang, and Lin Cheng. "Seepage Finite Element Analysis of Induced Joint Opening of Concrete Arch Dam." In Advances in Transdisciplinary Engineering. IOS Press, 2022. http://dx.doi.org/10.3233/atde220076.

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In order to study the relationship between joint opening changes of induced joints of concrete arch dam and dam leakage, combined with monitoring data analysis and finite element calculation method, the flow velocity distribution of six induced joints and seepage flow between joints under different openings were simulated. The correlation between joints and dam seepage and the influence of different openings on seepage flow between joints are clarified. The calculation results show that there is a strong correlation between dam leakage and joint opening, and it changes periodically with air te
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Reilly, J., and C. E. Edoziem. "5. Seeing Below Gas Seepage." In The Seismic Velocity Model as an Interpretation Asset. Society of Exploration Geophysicists, 1998. http://dx.doi.org/10.1190/1.9781560801849.ch5.

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Conference papers on the topic "Seepage Velocity"

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Han, Shuai, Yuanfeng Fang, Qifu Bao, and Qing Li. "Study on Seepage Velocity Detection Technology of Tailings Pond." In 2023 5th International Conference on Intelligent Control, Measurement and Signal Processing (ICMSP). IEEE, 2023. http://dx.doi.org/10.1109/icmsp58539.2023.10170850.

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Okazaki, Kenji, Shusaku Yamazaki, Toshiyuki Kurahashi, et al. "Measurement of P-wave velocity and electrical resistivity in the tunnel seepage sections." In The 13th SEGJ International Symposium, Tokyo, Japan, 12-14 November 2018. Society of Exploration Geophysicists and Society of Exploration Geophysicists of Japan, 2019. http://dx.doi.org/10.1190/segj2018-079.1.

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Alzoubi, Mahmoud A., and Agus P. Sasmito. "Development and Validation of Enthalpy-Porosity Method for Artificial Ground Freezing Under Seepage Conditions." In ASME 2018 5th Joint US-European Fluids Engineering Division Summer Meeting. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/fedsm2018-83473.

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Groundwater flow has an undesirable effect on ice growth in artificial ground freezing (AGF) process: high water flow could hinder the hydraulic sealing between two freeze pipes. Therefore, a reliable prediction of the multiphysics ground behavior under seepage flow conditions is compulsory. This paper describes a mathematical model that considers conservation of mass, momentum, and energy. The model has been derived, validated, and implemented to simulate the multiphase heat transfer between freeze pipes and surrounded porous ground structure with and without the presence of groundwater seepa
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Smith, S. A., T. S. Faleide, E. S. Petrie, and E. Skurtveit. "Velocity Variations due to Lithology and Fractures in a Fault Zone with CO2 Seepage, Utah, USA." In Sixth International Conference on Fault and Top Seals. European Association of Geoscientists & Engineers, 2022. http://dx.doi.org/10.3997/2214-4609.202243030.

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Devlin, John, Logan French, Matthew Jones, Barbara A. Bekins, and Jared J. Trost. "INSIGHTS FROM SEEPAGE VELOCITY MEASUREMENTS AT THE AQUIFER-LAKE BASIN INTERFACE BENEATH A MUCK-FILLED LAKE." In GSA Connects 2024 Meeting in Anaheim, California. Geological Society of America, 2024. http://dx.doi.org/10.1130/abs/2024am-404630.

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Wu, Xudi, Xuefei Zou, Yunhan Wang, Wei Liu, and Jianfeng Xiao. "Two-Phase Unsaturated Microscopic Seepage Simulation Study Based on Digital Core Technology." In 57th U.S. Rock Mechanics/Geomechanics Symposium. ARMA, 2023. http://dx.doi.org/10.56952/arma-2023-0675.

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ABSTRACT In recent years, digital core technology as an emerging numerical simulation method has been widely used in many fields. In this paper, the three-dimensional pore throat structure of sandstone was extracted by digital core computed tomography (CT) technique. And establish a core's realistic 3D pore network model by 3D visualization image processing technique for gas-liquid two-phase unsaturated microscopic seepage simulation. To realize two-phase unsaturated seepage simulation, using two-phase volume averaged momentum equation and continuity equation to construct the two-phase unsatur
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Fenghu, Wang, Guo Xiurong, Ma Yan, Bai Bing, and Hou Xuling. "Experimental Study on the Relation Between Pressure Drop and Seepage Velocity in Carbonized Micro-wood Fiber DPF." In 2010 International Conference on Intelligent Computation Technology and Automation (ICICTA). IEEE, 2010. http://dx.doi.org/10.1109/icicta.2010.815.

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Pu, Dan, Linfang Shen, Zhiliang Wang, Miao Li, Zhenquan Li, and Pengyu Wang. "Multiphase Seepage Flow Characteristics of Micro-Fractures in Subsurface Reservoirs Using the Lattice Boltzmann Method." In ASME 2023 42nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2023. http://dx.doi.org/10.1115/omae2023-104737.

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Abstract The traditional Shan-Chen pseudo-potential model has limitations, such as pseudo-velocity, density ratio limitation, and thermodynamic consistency defect. A method based on the improved Shan-Chen pseudo-potential model to study fluid flow in rock microfractures using the multiple-relaxation-time lattice Boltzmann method is proposed and validated using three arithmetic cases. The geometric characteristics (height and spacing) of the rough elements are varied to analyze the joint effects of rough elements and infiltration conditions on the multiphase seepage in microfractures. Rough mic
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Belhaj, Hadi, Shabbir Mustafiz, Fuxi Ma, M. Satish, and M. R. Islam. "Modeling Horizontal Well Oil Production Using Modified Brinkman’s Model." In ASME 2005 International Mechanical Engineering Congress and Exposition. ASMEDC, 2005. http://dx.doi.org/10.1115/imece2005-81726.

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Horizontal well oil production has been numerically studied by using the Modified Brinkman’s Model. This model has been used along with the Darcy-Weisbach pipe flow equation in modeling of coupled porous medium/pipe flow. The results include seepage flow rate along the horizontal well, velocity distribution, pressure drop, and production pressure drop between the two ends of the horizontal well. They have been compared with those from Darcy model. It is found that when the fluid’s viscosity is low, there is a big difference between the results from the two models. However, when the fluid’s vis
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Xu, Yue, Lin Cui, Dong-Sheng Jeng, Ke Sun, and Bing Chen. "Laboratory Investigations on Oscillatory Seabed Responses and Scour Around a Pipeline Under Wave-Current Loading." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-126430.

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Abstract In this paper, a series of preliminary experimental data for wave (current)-induced hydrodynamics, pore-water pressure and scour around an exposed pipeline is presented. Unlike previous studies, the combined action of waves and currents is considered in this study. Wave flume experiments were conducted to investigate the temporal and spatial variations of pore-water pressures and seepage, as well as the development of scour around a pipeline. The experimental results indicate that the seabed response caused by the combined action of waves and currents are significantly different from
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Reports on the topic "Seepage Velocity"

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Montalvo-Bartolomei, Axel, Bryant Robbins, and Jamie López-Soto. Backward erosion progression rates from small-scale flume tests. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/42135.

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Backward erosion piping (BEP) is an internal erosion mechanism by which erosion channels progress upstream, typically through cohesionless or highly erodible foundation materials of dams and levees. As one of the primary causes of embankment failures, usually during high pool events, the probability of BEP-induced failure is commonly evaluated by the U.S. Army Corps of Engineers for existing dams and levees. In current practice, BEP failure probability is quantitatively assessed assuming steady state conditions with qualitative adjustments for temporal aspects of the process. In cases with sho
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