Gotowe bibliografie tematyczne / Seepage

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  1. Artykuły w czasopismach
  2. Rozprawy doktorskie
  3. Książki
  4. Części książek
  5. Streszczenia konferencji
  6. Raporty organizacyjne

Gotowa bibliografia na temat „Seepage”

Autor: Grafiati
Data publikacji: 4 czerwca 2021
Data aktualizacji: 25 lipca 2025

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Artykuły w czasopismach na temat "Seepage"

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Fata, Y. A., E. Suhartanto, Hendrayanto, and P. Rubiantoro. "Seepage Patterns in an Earth-Rock Fill Dam Evaluation using Electrical Resistivity Tomography (ERT) Method." IOP Conference Series: Earth and Environmental Science 930, no. 1 (2021): 012090. http://dx.doi.org/10.1088/1755-1315/930/1/012090.

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Abstract Seepages in the earth-rock fill dam are usually monitored by pore pressure, seepage water table, and seepage discharge. However, those monitoring are difficult to describe the seepage patterns because they are installed only in certain points. This research evaluated the seepage pattern resulting from Electrical Resistivity Tomography (ERT). The resistivity was measured by installing electrodes upstream of the Dam at every 10 m and downstream at 20 m distances. The seepage pattern was analysed from the resistivity 2 Dimension distribution using the RES2DINV program. The results showed
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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
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Bijoy, Sourov Datta, Md Yousuf Gazi, SM Mainul Kabir, and Badrul Imam. "Geological and Geophysical Observations to Determine the Gas Seepage Source of Titas Gas Field Region, Bangladesh." Journal of the Asiatic Society of Bangladesh, Science 45, no. 1 (2019): 93–109. http://dx.doi.org/10.3329/jasbs.v45i1.46572.

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Titas Gas Field, the largest gas field in Bangladesh, has been encountering gas seepages in numerous points at the surface in an area of about 7 sq. km. at the southeastern part of the field since 2006. Gas has been seeping through the water wells, small and large holes in the fields including agricultural lands, in the river and through the cracks in the ground. The present research attempts to point out the source of the gas seepages based on the field studies, wireline log analyses and other available borehole data. A reconnaissance resistivity survey has been carried out around the high se
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Panta, Manisha, Padam Jung Thapa, Md Tamjidul Hoque, et al. "Application of Deep Learning for Segmenting Seepages in Levee Systems." Remote Sensing 16, no. 13 (2024): 2441. http://dx.doi.org/10.3390/rs16132441.

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Seepage is a typical hydraulic factor that can initiate the breaching process in a levee system. If not identified and treated on time, seepages can be a severe problem for levees, weakening the levee structure and eventually leading to collapse. Therefore, it is essential always to be vigilant with regular monitoring procedures to identify seepages throughout these levee systems and perform adequate repairs to limit potential threats from unforeseen levee failures. This paper introduces a fully convolutional neural network to identify and segment seepage from the image in levee systems. To th
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Fatma, Gatot Yuliyanto, and Udi Harmoko. "Identify the Oil Seepage in Plantungan Geothermal Manifestation, Kendal Using HVSR Method." E3S Web of Conferences 125 (2019): 15004. http://dx.doi.org/10.1051/e3sconf/201912515004.

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The presence of oil seepage to the surface indicates that at least an active petroleum system is present subsurface. Oil seepage that occurred in Plantungan, Kendal, Central Java, has been known since 1971 and still produces seepage until today. On the research area, three oil seepages point were found. Plantungan region is located in East Serayu Zone underlain by volcanic area, and based on the Geology Map, the research area is located in Banjarnegara-Pekalongan Sheet. To understand the geology condition of the research area, a subsurface mapping is needed, even though the mapping does not pr
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Conti, Stefano, Claudio Argentino, Chiara Fioroni, Aura Cecilia Salocchi, and Daniela Fontana. "Miocene Seep-Carbonates of the Northern Apennines (Emilia to Umbria, Italy): An Overview." Geosciences 11, no. 2 (2021): 53. http://dx.doi.org/10.3390/geosciences11020053.

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The natural emission of methane-rich fluids from the seafloor, known as cold seepage, is a widespread process at modern continental margins. The studies on present-day cold seepages provide high-resolution datasets regarding the fluid plumbing system, biogeochemical processes in the sediment, seafloor seepage distribution and ecosystems. However, the long-term (hundreds of thousands to millions of years) evolution of cold seepage remains elusive. The identification and study of outcrop analogous now exposed on land represent a valuable method for better understanding the effects of geological
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Yang, Jinxiu, Mingyue Lu, Zhiguang Yao, et al. "A Geophysical Review of the Seabed Methane Seepage Features and Their Relationship with Gas Hydrate Systems." Geofluids 2021 (October 12, 2021): 1–26. http://dx.doi.org/10.1155/2021/9953026.

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Seabed methane seepage has gained attention from all over the world in recent years as an important source of greenhouse gas emission, and gas hydrates are also regarded as a key factor affecting climate change or even global warming due to their shallow burial and poor stability. However, the relationship between seabed methane seepage and gas hydrate systems is not clear although they often coexist in continental margins. It is of significance to clarify their relationship and better understand the contribution of gas hydrate systems or the deeper hydrocarbon reservoirs for methane flux leak
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Enoh, Mfoniso Asuquo, Richard Ebere Njoku, and Esomchukwu Chinagorom Igbokwe. "Geospatial Interpretation of Onshore Hydrocarbon Micro–Seepage Induced Alterations in Soils and Sediments by Spectral Enhancement Techniques." International Journal of Design & Nature and Ecodynamics 16, no. 3 (2021): 307–13. http://dx.doi.org/10.18280/ijdne.160309.

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Hydrocarbon micro – seepages are light hydrocarbon that cause oxidation – reduction reaction on the earth’s surface, resulting in alterations and anomalies such as red bed bleaching, ferrous iron enrichment and increase in the concentration of clay minerals and carbonate in overlying soils and sediments. Remote sensing has become a valuable tool in hydrocarbon micro – seepage studies and have been successfully used to interpret surface alterations and anomalies of minerals. In this study, Landsat 7 ETM+ remotely sensed data was utilized for interpreting the onshore hydrocarbon micro – seepage
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Cao, Jiansheng, Changming Liu, and Wanjun Zhang. "Response of rock-fissure seepage to snowmelt in Mount Taihang slope-catchment, North China." Water Science and Technology 67, no. 1 (2013): 124–30. http://dx.doi.org/10.2166/wst.2012.542.

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The complex physiographic and hydrogeological systems of mountain terrains facilitate intense rock-fissure seepages and multi-functional ecological interactions. As mountain eco-hydrological terrains are the common water sources of river basins across the globe, it is critical to build sufficient understanding into the hydrological processes in this unique ecosystem. This study analyzes infiltration and soil/rock-fissure seepage processes from a 65 mm snowfall/melt in November 2009 in the typical granitic gneiss slope catchment in the Taihang Mountains. The snowfall, snowmelt and melt-water pr
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Akinlabi I. A. and Olanrewaju S. A. "Assessment of Seepage in an Embankment Dam Using Very Low Frequency Electromagnetic and Geoelectrical Methods." Asian Journal of Environment & Ecology 23, no. 7 (2024): 114–24. http://dx.doi.org/10.9734/ajee/2024/v23i7568.

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Geoephysical surveys involving Very Low Frequency Electromagnetic (VLF-EM), Vertical Electrical Sounding (VES) and 2D resistivity imaging were conducted along the embankment of Asejire dam to detect potential seepage zones and assess the integrity of the dam. 750 VLF-EM measurements were made at 10 m station interval using the VLF-EM Equipment. 24 Schlumberger VES were conducted at 20 m interval using resistivity meter and its accessories. The current electrode spacing (AB/2) was varied from 1 m to 100 m. The 2D resistivity profiling employed the dipole-dipole configuration with electrode spac
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Rozprawy doktorskie na temat "Seepage"

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Van, Leuven Ryan G. "Assessing the Potential for Seepage Barrier Defects to Propagate into Seepage Erosion Mechanisms." DigitalCommons@USU, 2011. https://digitalcommons.usu.edu/etd/858.

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Seepage barriers have been used extensively to mitigate seepage problems in dams and levees. Although the design of many of these dams and levees has been based on intact barriers, seepage barriers have been shown to be susceptible to deformation and cracking when high differential hydraulic pressures act across the barrier. Under certain conditions, these cracks can lead to serious seepage problems, which could potentially lead to the development of a low-resistance seepage pathway. Three scenarios have been identified where there is the potential for erosion to occur adjacent to a crack in a
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Johansson, Sam. "Seepage monitoring in embankment dams." Doctoral thesis, KTH, Civil and Environmental Engineering, 1997. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-2477.

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<p>Internal erosion, which is one of the major reasons forembankment dam failure, causes an increased seepage flow due toloss of fines. A seepage measuring system is therefore a vitalpart of an embankment dam’s monitoring system. Manyexisting seepage monitoring systems are not however sensitiveenough to detect small changes in the seepage flow. Temperatureand resistivity measurements represent two methods for seepagemonitoring in embankment dams. They are able to detect effectscaused by time dependent processes such as internal erosion,where the relative accuracy is more important than the abs
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Martysevich, Volha. "Seepage rates in closed basins." [Tampa, Fla] : University of South Florida, 2008. http://purl.fcla.edu/usf/dc/et/SFE0002706.

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Staud, Benjamin T. "Seepage through longitudinal drainage trenches." Morgantown, W. Va. : [West Virginia University Libraries], 2000. http://etd.wvu.edu/templates/showETD.cfm?recnum=1405.

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Thesis (M.S.)--West Virginia University, 2000.<br>Title from document title page. Document formatted into pages; contains xiv, 134 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 75).
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Lam, Ting-hong. "Effects of seepage on soil behavior." Click to view the E-thesis via HKUTO, 2010. http://sunzi.lib.hku.hk/hkuto/record/B4423630X.

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Millette, Denis. "Reclamation of canal seepage affected land." Thesis, McGill University, 1989. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=59411.

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Deep interceptor drains are commonly used to control canal seepage in southern Alberta, Canada. Recently, shallow grid drainage was introduced. A study was initiated in 1987 to assess the effectiveness of grid drainage to intercept canal and natural groundwater seepage and reclaim the resulting saline affected land.<br>Using a groundwater flow model, MODFLOW, it was found that a single deep interceptor drain would have failed to intercept all canal seepage and maintain the water table downslope of the canal below the 1.0 m design water table depth. Conversely, simulations indicated that with a
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Lam, Ting-hong, and 林廷康. "Effects of seepage on soil behavior." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B4423630X.

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Sleep, Matthew David. "Analysis of Transient Seepage Through Levees." Diss., Virginia Tech, 2011. http://hdl.handle.net/10919/40356.

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Levees are a significant part of the United States flood protection infrastructure. It is estimated that over 100,000 miles of levees exist in the United States. Most of these levees were designed many years ago to protect farmland and rural areas. As growth continues in the United States, many of these levees are now protecting homes and other important structures. The American Society of Civil Engineers gave the levees in the United States a grade of D- in 2009. To bring flood protection up to modern standards there requires adequate methods of evaluating levees with respect to seepag
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Field, Jason Paul. "Comparative Effectiveness of Conventional Trenches and Seepage Pits for Treatment of Septic Tank Effluent." Thesis, The University of Arizona, 2003. http://etd.library.arizona.edu/etd/GetFileServlet?file=file:///data1/pdf/etd/azu_etd_hy0006_m_sip1_w.pdf&type=application/pdf.

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Rice, John David. "A Study on the Long-Term Performance of Seepage Barriers in Dams." Diss., Virginia Tech, 2007. http://hdl.handle.net/10919/30034.

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In a vast majority of cases, seepage barriers increase the reliability of dams. However, it is important to recognize that seepage barriers often drastically increase hydraulic gradients around the boundaries of the barrier, and through any windows or defects in the barrier. The result is increased water pressures and hydraulic gradients behind and around the barrier. These increased pressures and gradients have potential to provide the catalyst for initiation of several modes of internal erosion that were either unlikely or less likely without the seepage barrier. As a consequence, seepag
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Książki na temat "Seepage"

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Etiope, Giuseppe. Natural Gas Seepage. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14601-0.

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

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Lennon, Michael P. Basement water seepage: Diagnostics and control. HomePro Systems, 1990.

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Fell, Robin. Seepage control measures in tailings dams. Australian National Committee on Large Dams, 1990.

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Griffin, P. M. Control of seepage in tailings dams. Australian National Committee on Large Dams, 1990.

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B, Symonds Robert, and Geological Survey (U.S.), eds. Investigations of gas seeps and springs in the vicinity of the gas rocks, south shore Becharof Lake, Alaska. U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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National Institute of Hydrology (India), ed. Effect of discontinuous aquitard on the seepage from a static water body. National Institute of Hydrology, 1997.

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B, Symonds Robert, and Geological Survey (U.S.), eds. Investigations of gas seeps and springs in the vicinity of the gas rocks, south shore Becharof Lake, Alaska. U.S. Dept. of the Interior, U.S. Geological Survey, 1997.

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Vuković, Milan. Soil stability and deformation due to seepage. Water Resources Publications, 1992.

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Clarke, Stephen P. How to handle seepage from farm silos. Ministry of Agriculture, Food and Rural Affairs, 1995.

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Części książek na temat "Seepage"

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Zhang, Kun, Haibin Song, Jiangxin Chen, Minghui Geng, and Boran Liu. "Gas Seepage Detection and Gas Migration Mechanisms." In South China Sea Seeps. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1494-4_3.

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AbstractGas seepages are often observed at the seafloor and can form cold seep systems, which are important for climate change, geohazards, and biogeochemical cycles. Many kinds of methods have been used to detect gas seepages, e.g., video imaging, active acoustic, passive acoustic, and direct gas sampling. In this chapter, we introduce the characteristics of these methods and show their applications in the South China Sea (SCS). Particle image velocimetry (PIV) technology is used here to quantitatively detect gas seepage in the northwestern SCS and visualize the seepage flow field. The gas mi
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Craig, R. F. "Seepage." In Soil Mechanics. Springer US, 1992. http://dx.doi.org/10.1007/978-1-4899-3772-8_2.

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Weik, Martin H. "seepage." In Computer Science and Communications Dictionary. Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_16832.

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Das, Braja M. "Seepage." In Advanced Soil Mechanics. CRC Press, 2019. http://dx.doi.org/10.1201/9781351215183-7.

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Roy, Mihir. "Seepage Control." In Geotechnical and Foundation Engineering Practice in Industrial Projects. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-99-7906-6_8.

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Castro-Orgaz, Oscar, and Willi H. Hager. "Seepage Flows." In Non-Hydrostatic Free Surface Flows. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-47971-2_4.

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Etiope, Giuseppe. "Introduction." In Natural Gas Seepage. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14601-0_1.

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Etiope, Giuseppe. "Gas Seepage Classification and Global Distribution." In Natural Gas Seepage. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14601-0_2.

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Etiope, Giuseppe. "Gas Migration Mechanisms." In Natural Gas Seepage. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14601-0_3.

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Etiope, Giuseppe. "Detecting and Measuring Gas Seepage." In Natural Gas Seepage. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-14601-0_4.

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Streszczenia konferencji na temat "Seepage"

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Gao, Shang, and Qiwen Zheng. "Inverse Analysis of Dam Seepage Field and Seepage Safety Assessment Based on Monitoring Data of Osmometer." In 2025 4th International Symposium on Computer Applications and Information Technology (ISCAIT). IEEE, 2025. https://doi.org/10.1109/iscait64916.2025.11010548.

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Davy, R., and M. J. McAree. "Embankment Seepage Investigation." In 20th Biennial Conference of the British Dam Society. ICE Publishing, 2018. http://dx.doi.org/10.1680/sdar.64119.037.

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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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Shen, Zhenzhong, Chenliang Li, Liqun Xu, and Ying Ma. "Study on Unstable Seepage Field Characteristic and Seepage Control Measures of Wutagou Floodway." In 2010 4th International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2010. http://dx.doi.org/10.1109/icbbe.2010.5515507.

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Fox, G. A., M. L. Chu-Agor, R. M. Cancienne, and G. V. Wilson. "Seepage Erosion Mechanisms of Bank Collapse: Three-Dimensional Seepage Particle Mobilization and Undercutting." In World Environmental and Water Resources Congress 2008. American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40976(316)292.

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Lu, Rui-Li, Dong-Po Sun, Wei Wei, and Jin-jie Zhou. "Numerical Simulation of Seepage Field in the Tailing Dam with Draining Seepage System." In 2013 Fourth International Conference on Digital Manufacturing & Automation (ICDMA). IEEE, 2013. http://dx.doi.org/10.1109/icdma.2013.203.

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Jiang, Xionghao, Xiaofei Zhang, and Hongyan Deng. "Study on seepage stability of dike engineering based on seepage finite element method." In CAIBDA 2024: 2024 4th International Conference on Artificial Intelligence, Big Data and Algorithms. ACM, 2024. http://dx.doi.org/10.1145/3690407.3690421.

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Zhang, Yuhuan, Lin Cui, Hualing Zhai, and Dong-Sheng Jeng. "Experimental Study on the Influence of Seepage on Sediment Initiation Under Steady and Oscillatory Flows." In ASME 2024 43rd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/omae2024-126377.

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Abstract Sediment incipient motion is a crucial stage in the erosion process, making it imperative to study its mechanism. Seepage can significantly alter hydrodynamic forces around soil particles near seabed surfaces and affect erosion processes. Most previous studies ignored the effect of seepage by assuming the seabed surface as impermeable. Some studies attempted to clarify the effect of seepage force on sediment initiation theoretically, but quantitative analysis through laboratory tests is necessary. In this study, an in-house designed Erosion-Seepage System (ESS) is used to simulate the
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Guardo, Mariano, and Angela A. Prymas. "Calibration of Steady-State Seepage Simulations to Estimate Subsurface Seepage into an Artificial Wetland." In Wetlands Engineering and River Restoration Conference 1998. American Society of Civil Engineers, 1998. http://dx.doi.org/10.1061/40382(1998)99.

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Djehiche, Abdelkader, Gafsi Mostafa, and Amieur Rekia. "A STUDY OF SEEPAGE THROUGH HOMOGENOUS EARTH DAMS WITH VERTICAL DRAIN." In Pure & Applied Sciences International Conference, 22-23 April 2025, London. Global Research & Development Services Publishing, 2025. https://doi.org/10.20319/stra.2025.56.

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This research paper aims to study the effect of drain vertical on seepage characteristics (free water surface, seepage face length and seepage discharge) through earth dams based an pervious base. This investigation concerns to study the quantity of seepage through homogenous earth dam with the experimental method by sand box model and the using computer program SEEP/W (which is a sub-program of Geo-Studio). Also, the effect of position of filters on seepage characteristic was included, the influence of the conditions of the length of the horizontal drain and the slope of the upstream on the d
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Raporty organizacyjne na temat "Seepage"

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Panta, Manisha, Padam Thapa, Md Hoque, et al. Application of deep learning for segmenting seepages in levee systems. Engineer Research and Development Center (U.S.), 2024. http://dx.doi.org/10.21079/11681/49453.

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Seepage is a typical hydraulic factor that can initiate the breaching process in a levee system. If not identified and treated on time, seepages can be a severe problem for levees, weakening the levee structure and eventually leading to collapse. Therefore, it is essential always to be vigilant with regular monitoring procedures to identify seepages throughout these levee systems and perform adequate repairs to limit potential threats from unforeseen levee failures. This paper introduces a fully convolutional neural network to identify and segment seepage from the image in levee systems. To th
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P. Dixon. Seepage Calibration Model and Seepage Testing Data. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/837560.

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S. Finsterle. Seepage Calibration Model and Seepage Testing Data. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/838645.

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Wagner, Anna, Arthur Gelvin, Jon Maakestad, et al. Initial data collection from a fiber-optic-based dam seepage monitoring and detection system. Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47819.

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Visual inspection is the most used method to detect seepage at dams. Early detection can be difficult with this method, and use of appropriate real time monitoring could significantly increase the chances of recognizing possible failure. Seepages can be identified by analyzing changes in water and soil temperature. Optical fiber placed at the embankment’s downstream toe has been proven to be an efficient means of detecting real time changes at short intervals over several kilometers. This study aims to demonstrate how temperatures measured using fiber optic distributed sensing can be used to m
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P.S. Domski. SEEPAGE/INVERT INTERACTIONS. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/861107.

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D. Carpenter. Seepage/Cement Interactions. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/861110.

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P. Mariner. SEEPAGE/BACKFILL INTERACTIONS. Office of Scientific and Technical Information (OSTI), 2000. http://dx.doi.org/10.2172/861905.

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Stejskal, G. H-Area Seepage Basins. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/5015484.

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J.T. Birkholzer. Abstraction of Drift Seepage. Office of Scientific and Technical Information (OSTI), 2004. http://dx.doi.org/10.2172/840435.

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Michael L. Wilson. ABSTRACTION OF DRIFT SEEPAGE. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/875321.

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