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Artykuły w czasopismach na temat "Groundwater flow Computer simulation"

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VAN HERWAARDEN, ONNO A., and JOHAN GRASMAN. "DISPERSIVE GROUNDWATER FLOW AND POLLUTION." Mathematical Models and Methods in Applied Sciences 01, no. 01 (March 1991): 61–81. http://dx.doi.org/10.1142/s0218202591000058.

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By solving asymptotically the Dirichlet problem for the backward Kolmogorov equation describing the random walk of a particle in a dispersive flow, it is computed at what rate contaminated particles cross the boundary of a protected zone. The method also yields an estimate of the expected arrival time.
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Wang, Yan, Wen Xia Wei, Hui Ling Han, and Ying Wang. "Groundwater Migration Modeling and Parameter Sensitivity Analysis on Contaminated Site." Advanced Materials Research 878 (January 2014): 775–81. http://dx.doi.org/10.4028/www.scientific.net/amr.878.775.

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Contamination control and remediation of groundwater is one of the hotness points in environmental protection field. Groundwater contamination numerical simulation is widely used for groundwater contamination transportation. In this paper, we constructed an indoor sandbox to conduct hydraulic control experiment and tracer experiment. We also set up groundwater flow model and solute transport model by computer and chose the model's key parameters for sensitivity analysis. The results indicated that the sensitivity of hydraulic conductivity was highest, which was the key parameter in the groundw
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Ji, Xiaohui, Tangpei Cheng, and Qun Wang. "CUDA-based solver for large-scale groundwater flow simulation." Engineering with Computers 28, no. 1 (February 19, 2011): 13–19. http://dx.doi.org/10.1007/s00366-011-0213-2.

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Kupfersberger, Hans, Gerhard Rock, and Johannes C. Draxler. "Combining Groundwater Flow Modeling and Local Estimates of Extreme Groundwater Levels to Predict the Groundwater Surface with a Return Period of 100 Years." Geosciences 10, no. 9 (September 18, 2020): 373. http://dx.doi.org/10.3390/geosciences10090373.

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Knowledge about extreme groundwater levels is needed to avoid structural or environmental damage by groundwater flooding. Typically, distributions of extreme groundwater levels are generated by interpolation between results derived from local extreme value analysis at groundwater observation wells. As an alternative methodology, we propose to apply the Gumbel distribution to groundwater level time series, which are computed by a groundwater flow model. In the approach, model-based and observation-based extreme groundwater values are compared at every observation well using the model simulation
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Lei, Xinbo, Xiuhua Zheng, Chenyang Duan, Jianhong Ye, and Kang Liu. "Three-Dimensional Numerical Simulation of Geothermal Field of Buried Pipe Group Coupled with Heat and Permeable Groundwater." Energies 12, no. 19 (September 27, 2019): 3698. http://dx.doi.org/10.3390/en12193698.

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The flow of groundwater and the interaction of buried pipe groups will affect the heat transfer efficiency and the distribution of the ground temperature field, thus affecting the design and operation of ground source heat pumps. Three-dimensional numerical simulation is an effective method to study the buried pipe heat exchanger and ground temperature distribution. According to the heat transfer control equation of non-isothermal pipe flow and porous media, combined with the influence of permeable groundwater and tube group, a heat-transfer coupled heat transfer model of the buried pipe group
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Zhao, Ying Wang, Xue Yuan Li, Shi Lei Chen, and Kai Bian. "Groundwater Flow Field Analysis and 3D Visualization System." Advanced Materials Research 1073-1076 (December 2014): 1664–68. http://dx.doi.org/10.4028/www.scientific.net/amr.1073-1076.1664.

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According to the low accuracy of velocity filed in current software, we develop a new system to analyze and visualize the 3D groundwater flow field. We employ the most advanced algorithm to deal with the data form groundwater simulation. The system could compute the flux across arbitrary face and the velocity of arbitrary point in the research domain. The system is debugged in Microsoft Visual Studio. The interactive interface is developed in .Net and the visualization tool is OpenGL. The application shows that the system is robust.
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Ryu, Han-Sun, Jinah Moon, Heejung Kim, and Jin-Yong Lee. "Modeling and Parametric Simulation of Microplastic Transport in Groundwater Environments." Applied Sciences 11, no. 16 (August 4, 2021): 7189. http://dx.doi.org/10.3390/app11167189.

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Efforts to reduce the toxic effects of microplastics (MPs) on the environment have increased globally in recent years. However, the existing models used for the simulation of contaminant transport in groundwater are meant for dissolved substances, which is not suitable for studying MPs. Therefore, in this study, the transport of MPs in a saturated porous medium was modeled by establishing governing equations. Simulations were performed using the finite element method to examine the effects of the parameters of the governing equations on the transport of MPs. The results suggest that it is nece
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Fischer, T., D. Naumov, S. Sattler, O. Kolditz, and M. Walther. "GO2OGS 1.0: a versatile workflow to integrate complex geological information with fault data into numerical simulation models." Geoscientific Model Development 8, no. 11 (November 12, 2015): 3681–94. http://dx.doi.org/10.5194/gmd-8-3681-2015.

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Abstract. We offer a versatile workflow to convert geological models built with the ParadigmTM GOCAD© (Geological Object Computer Aided Design) software into the open-source VTU (Visualization Toolkit unstructured grid) format for usage in numerical simulation models. Tackling relevant scientific questions or engineering tasks often involves multidisciplinary approaches. Conversion workflows are needed as a way of communication between the diverse tools of the various disciplines. Our approach offers an open-source, platform-independent, robust, and comprehensible method that is potentially us
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Wu, Yue, Yan-Zhi Li, Wei-Guo Qiao, Zhen-Wang Fan, Shuai Zhang, Kui Chen, and Lei Zhang. "Water Seepage in Rocks at Micro-Scale." Water 14, no. 18 (September 11, 2022): 2827. http://dx.doi.org/10.3390/w14182827.

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To complete groundwater diversion, the complex flow law of groundwater in rocks must be investigated so that groundwater diversion can be improved. This research uses the computer finite element method (FEM), CT scanning calculation method, Avizo method, and digital core technology combined with the Fluent calculation method (FCM) to reconstruct rocks with microscopic pore structures on a computer. The numerical simulation results under different conditions show that: the total pressure change gradually decreases under different pressure gradients. In a seepage channel, the seepage path does n
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Xueya, Lin, and Yang Yuesuo. "The Optimization of Ground Water Supply System in Shi Jiazhuang City, China." Water Science and Technology 24, no. 11 (December 1, 1991): 71–76. http://dx.doi.org/10.2166/wst.1991.0338.

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This paper established a response function of groundwater level using the principle of superposition formed a response matrix which combined the simulation model of groundwater flow system and the optimization model of groundwater supply system. The calculation was carried out by micro-computer. Two methods were used to determine the unit pulse value so as to calculate more accurate response coefficients. Based on the hydrogeologic conceptual model of the study area, a management model for optimization of groundwater supply system was established under the conditions of not only meeting the in
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Rozprawy doktorskie na temat "Groundwater flow Computer simulation"

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Wiyo, Kenneth Alfred Wiskot. "Measurements and modelling of fertilizer concentrations in subsurface drain flow from a potato field." Thesis, McGill University, 1991. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=60542.

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A 4.87 hectare potato field at St. Leonard d'Aston, Quebec was instrumented to measure surface runoff and tile drain flow over the 2 year growing season period, 1989-1990. The soil type was a Ste. Jude sandy loam. Several soil and water parameters and NPK concentrations in runoff were measured. The CREAMS (Chemicals, Runoff and Erosion from Agricultural Management Systems) computer simulation model was validated for the study site.<br>Observed N concentrations in tile drain flow exceeded the Canadian water quality guideline of 10 mg/L. Observed P concentrations were less than 0.01 mg/L; and K
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Woods, Juliette Aimi. "Numerical accuracy of variable-density groundwater flow and solute transport simulations." Title page, contents and abstract only, 2004. http://web4.library.adelaide.edu.au/theses/09PH/09phw8941.pdf.

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Colautti, Dennis. "Modelling meteorological and substrate influences on peatland hydraulic gradient reversals." Thesis, McGill University, 2001. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=33734.

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A hydrological modelling effort using MODFLOW was undertaken in order to determine the relative importance of some of the factors influencing hydraulic gradient reversals in peatlands. Model domains were of two types, large raised bog type (LRBT) and kettle bog type (KBT), and were made to undergo various levels of meteorological forcing (water deficit). Substrate, too, was varied in order to determine its importance on reversals. Domain-wide reversals were successfully simulated in LRBT systems, but not in KBT systems. Although simulated flow patterns matched field-observed patterns, both pre
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Singhal, Alka. "Spatial variability in ground-water movement in Delaware County, Indiana : a GIS based model." Virtual Press, 2004. http://liblink.bsu.edu/uhtbin/catkey/1306859.

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A study was undertaken to better understand the hydrogeologic framework of the Delaware County, Indiana. Arc View GIS 3-D and Spatial Analysts along with VISUAL MODFLOW are used to study the flow patterns by developing a 3-D model of major aquifers in the county, both glacial and bedrock. The GIS platform facilitates the time consuming task of preparing data input and output. In addition, major recharge zones are also identified in GIS using soil and slope data.The bedrock of Delaware County is composed of Silurian bedrock, which is overlain by glacial drift. The drift is mostly till that is i
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Lee, Chun-kwong, and 李振光. "Computer modelling and simulation of geothermal heat pump and ground-coupled liquid desiccant air conditioning systems in sub-tropicalregions." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2008. http://hub.hku.hk/bib/B41290768.

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Lee, Chun-kwong. "Computer modelling and simulation of geothermal heat pump and ground-coupled liquid desiccant air conditioning systems in sub-tropical regions." Click to view the E-thesis via HKUTO, 2008. http://sunzi.lib.hku.hk/hkuto/record/B41290768.

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Wang, Li. "Simulation of soil water movement model (SWaMM) using the Spider Distributed System." CSUSB ScholarWorks, 2003. https://scholarworks.lib.csusb.edu/etd-project/2419.

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This project implements a real application on the Spider II, which is a simulation of Soil Water Movement Model. The main objectives of this project were to develop a parallel and distributed algorithm for the Soil Water Model; implement the Soil Water Movement Simulation model on the Spider II distributed system and to evaluate the performance of simulating the Soil Water Movement Model on Spider II.
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Silliman, Stephen Edward Joseph 1957. "Stochastic analysis of high-permeability paths in the subsurface." Diss., The University of Arizona, 1986. http://hdl.handle.net/10150/191120.

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Subsurface fluids may travel along paths having a minimum permeabilility greater than the effective permeability of the rock. This may have an important impact on contaminant migration. A stochastic approach related to percolation theory is advanced to address the question of what is the probability that a high permeability path extends across a given volume of the subsurface. The answer is sought numerically through subdividing the volume of interest into a three-dimensional grid of elements and assigning a random permeability to each element. Four permeability processes are considered: 1) St
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Baron, Dirk. "Analysis and Numerical Simulation of the Ground Water System at the Bonneville Navigation Lock Site, Oregon." PDXScholar, 1990. https://pdxscholar.library.pdx.edu/open_access_etds/4027.

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As part of the new navigation lock for Bonneville Dam a new water source for the Bonneville Fish Hatchery must be supplied. The hatchery is located on the Oregon side of the Columbia River downstream of the dam. It requires large quantities of water free from chemical and biological contamination. In addition, the water has to be in a narrow temperature range. Currently the fish hatchery receives its water from a well field that is located on the alluvial terrace downstream of Bonneville Dam. The well field lies in the proposed approach channel for the new lock and has to be abandoned during c
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Pischel, Esther Maria. "Investigating the Link Between Surface Water and Groundwater in the Tule Lake Subbasin, Oregon and California." PDXScholar, 2014. https://pdxscholar.library.pdx.edu/open_access_etds/1941.

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Water allocation in the upper Klamath Basin of Oregon and California has been challenging. Irrigators have increasingly turned to groundwater to make up for surface water shortages because of shifts in allocation toward in-stream flows for Endangered Species Act listed fishes. The largest increase in groundwater pumping has been in and around the Bureau of Reclamation's Klamath Irrigation Project, which includes the Tule Lake subbasin in the southern part of the upper Klamath Basin. Previous groundwater flow model simulations indicate that water level declines from pumping may result in decrea
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Książki na temat "Groundwater flow Computer simulation"

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Groundwater discharge tests: Simulation and analysis. Amsterdam: Elsevier, 1988.

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Ahlfeld, David P. Optimal management of flow in groundwater systems. San Diego, Calif: Academic, 2000.

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Leake, S. A. Procedures and computer programs for telescopic mesh refinement using MODFLOW. Tucson, Ariz: U.S. Dept. of the Interior, U.S. Geological Survey, 1999.

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Reilly, Thomas E. Guidelines for evaluating ground-water flow models. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.

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Reilly, Thomas E. Guidelines for evaluating ground-water flow models. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.

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Reilly, Thomas E. Guidelines for evaluating ground-water flow models. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.

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Reilly, Thomas E. Guidelines for evaluating ground-water flow models. Reston, Va: U.S. Dept. of the Interior, U.S. Geological Survey, 2004.

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Groundwater modeling utilities. Boca Raton: Lewis Publishers, 1992.

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Heijde, Paul Van der. Ground-water model testing: Systematic evaluation and testing of code functionality and performance. Cincinnati, Ohio: National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1997.

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Heijde, Paul Van der. Ground-water model testing: Systematic evaluation and testing of code functionality and performance. Cincinnati, Ohio: National Risk Management Research Laboratory, Office of Research and Development, U.S. Environmental Protection Agency, 1997.

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Części książek na temat "Groundwater flow Computer simulation"

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Burger, J., H. J. Brinkhof, and D. v.d. Valk. "Strop: A Computer Program Simulating Flow Patterns and Pollution Migration in Saturated Groundwater." In Groundwater Contamination: Use of Models in Decision-Making, 253–61. Dordrecht: Springer Netherlands, 1989. http://dx.doi.org/10.1007/978-94-009-2301-0_24.

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Lerche, I., and E. Paleologos. "Groundwater Flow: Models, Data, and Uncertainties." In Geologic Modeling and Simulation, 247–69. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1359-9_13.

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Rai, Shivendra Nath. "Modeling Groundwater Flow in Unconfined Aquifers." In Simulation Foundations, Methods and Applications, 187–210. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05657-9_9.

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Kinzelbach, Wolfgang. "The Random Walk Method in Pollutant Transport Simulation." In Groundwater Flow and Quality Modelling, 227–45. Dordrecht: Springer Netherlands, 1988. http://dx.doi.org/10.1007/978-94-009-2889-3_15.

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Singh, Mritunjay Kumar, and Priyanka Kumari. "Contaminant Concentration Prediction Along Unsteady Groundwater Flow." In Simulation Foundations, Methods and Applications, 257–75. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05657-9_12.

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Yamashita, Naoki, and Satoru Sugio. "Numerical Simulation of Nitrate Transport with Unsaturated Flow Condition in Volcanic Soils." In Groundwater Updates, 147–52. Tokyo: Springer Japan, 2000. http://dx.doi.org/10.1007/978-4-431-68442-8_25.

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Hinkelmann, Reinhard, Hussam Sheta, Rainer Helmig, Eberhard J. Sauter, and Michael Schlüter. "Numerical Simulation of Water-Gas Flow and Transport Processes in Coastal Aquifers." In Groundwater Updates, 295–300. Tokyo: Springer Japan, 2000. http://dx.doi.org/10.1007/978-4-431-68442-8_49.

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Ataie-Ashtiani, B., S. M. Hassanizadeh, M. Oostrom, and M. D. White. "Numerical Simulation and Homogenization of Two-Phase Flow in Heterogeneous Porous Media." In Groundwater Updates, 333–38. Tokyo: Springer Japan, 2000. http://dx.doi.org/10.1007/978-4-431-68442-8_55.

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Jia, Yangwen, Guangheng Ni, Yoshihisa Kawahara, and Tadashi Suetsugi. "Numerical Simulation of Groundwater Flow in Multi-layered Aquifers with a Distributed Hydrological Model." In Groundwater Updates, 259–64. Tokyo: Springer Japan, 2000. http://dx.doi.org/10.1007/978-4-431-68442-8_43.

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Zijl, W. "Numerical Simulation of Advection in Groundwater Flow Systems." In Contaminated Soil, 165–67. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-009-5181-5_22.

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Streszczenia konferencji na temat "Groundwater flow Computer simulation"

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Hurtis, Radoslav, Peter Guba, and Juraj Kyselica. "Simulation of reactive groundwater flow and salinization in carbonate-rock aquifers." In 2022 International Conference on Electrical, Computer and Energy Technologies (ICECET). IEEE, 2022. http://dx.doi.org/10.1109/icecet55527.2022.9872944.

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Kato, Kazuyuki, Tadashi Maeda, and Hiroyasu Takase. "Evaluation of Uncertainty Associated With Spatially Variable Properties." In ASME 2003 9th International Conference on Radioactive Waste Management and Environmental Remediation. ASMEDC, 2003. http://dx.doi.org/10.1115/icem2003-4561.

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Uncertainties associated with spatially variable properties of geologic characteristics are especially important. However, these uncertainties cannot be specified in a deterministic manner because the process of formation or evolution of host rock is random and because the limited number of data is available for the statistic evaluation of this random process. We develop the hybrid model of fuzzy geostatistics for the appropriate treatment of uncertainties associated with spatially variable properties. For the application of the above method, we prepared the virtual field with heterogeneous hy
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Sun, Hongda, Xiaohui Ji, and Xu-Sheng Wang. "Parallelization of groundwater flow simulation on multiple GPUs." In HP3C '19: 2019 the 3rd International Conference on High Performance Compilation, Computing and Communications. New York, NY, USA: ACM, 2019. http://dx.doi.org/10.1145/3318265.3318271.

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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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Ji, Xiaohui, Tangpei Cheng, and Qun Wang. "A simulation of large-scale groundwater flow on CUDA-enabled GPUs." In the 2010 ACM Symposium. New York, New York, USA: ACM Press, 2010. http://dx.doi.org/10.1145/1774088.1774588.

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Dong, Donglin, Wenjie Sun, and Zengjiang Qian. "Simulation of Groundwater Contamination in Ningzhuang Coalmine, China." In 2010 International Conference on Challenges in Environmental Science and Computer Engineering. IEEE, 2010. http://dx.doi.org/10.1109/cesce.2010.39.

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"Simulation of regional CSG groundwater impacts – errors upscaling & multi-phase flow." In 20th International Congress on Modelling and Simulation (MODSIM2013). Modelling and Simulation Society of Australia and New Zealand (MSSANZ), Inc., 2013. http://dx.doi.org/10.36334/modsim.2013.j9.herckenrath.

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"Role of Wiener chaos expansion in modelling randomness for groundwater contamination flow." In 23rd International Congress on Modelling and Simulation (MODSIM2019). Modelling and Simulation Society of Australia and New Zealand, 2019. http://dx.doi.org/10.36334/modsim.2019.k14.tiwari.

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Du, Chao, Changlai Xiao, Xiujuan Liang, Ji Luo, Tonglin Xu, and Guangjun Guo. "Numerical Simulation of Groundwater Flow for Sustainable Utilization in Jixi City, China." In 2010 4th International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2010. http://dx.doi.org/10.1109/icbbe.2010.5515502.

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Luo, Yaqi, Yu-Feng Forrest Lin, Yu-Feng Forrest Lin, Praveen Kumar, Praveen Kumar, Andrew J. Stumpf, and Andrew J. Stumpf. "SUBSURFACE HEAT TRANSPORT SIMULATION WITH PERIODIC SURFACE TEMPERATURE SIGNALS AND GROUNDWATER FLOW." In 50th Annual GSA North-Central Section Meeting. Geological Society of America, 2016. http://dx.doi.org/10.1130/abs/2016nc-275481.

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Raporty organizacyjne na temat "Groundwater flow Computer simulation"

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Flach, G., L. Bagwell, and P. Bennett. Groundwater flow simulation of the Savannah River Site general separations area. Office of Scientific and Technical Information (OSTI), September 2017. http://dx.doi.org/10.2172/1392905.

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Malkovsky, V. I., and A. A. Pek. Computer simulation of radionuclide transport through thermal convection of groundwater from borehole repositories. Office of Scientific and Technical Information (OSTI), September 1993. http://dx.doi.org/10.2172/10114732.

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Lee, R. R., R. H. Ketelle, J. M. Bownds, and T. A. Rizk. Calibration of a groundwater flow and contaminant transport computer model: Progress toward model validation. Office of Scientific and Technical Information (OSTI), September 1989. http://dx.doi.org/10.2172/5568205.

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Dobranich, D. SAFSIM theory manual: A computer program for the engineering simulation of flow systems. Office of Scientific and Technical Information (OSTI), December 1993. http://dx.doi.org/10.2172/10115531.

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ELIASSI, MEHDI, and SEAN A. MCKENNA. Long-Term Pumping Test at MIU Site, Toki, Japan: Hydrogeological Modeling and Groundwater Flow Simulation. Office of Scientific and Technical Information (OSTI), March 2003. http://dx.doi.org/10.2172/809104.

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Carle, S., and Y. Hao. Verification and Validation of a Modified Numerical Algorithm for Simulation of Transient Unconfined Groundwater Flow. Office of Scientific and Technical Information (OSTI), February 2022. http://dx.doi.org/10.2172/1843118.

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Pohlmann Karl, Ye Ming. Numerical Simulation of Inter-basin Groundwater Flow into Northern Yucca Flat, Nevada National Security Site, Using the Death Valley Regional Flow System Model. Office of Scientific and Technical Information (OSTI), March 2012. http://dx.doi.org/10.2172/1046487.

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Rockhold, M. L., and S. K. Wurstner. Simulation of unsaturated flow and solute transport at the Las Cruces trench site using the PORFLO-3 computer code. Office of Scientific and Technical Information (OSTI), March 1991. http://dx.doi.org/10.2172/6036996.

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Talbott, M. E., and L. W. Gelhar. Auxiliary analyses in support of performance assessment of a hypothetical low-level waste facility: Groundwater flow and transport simulation. Volume 3. Office of Scientific and Technical Information (OSTI), May 1994. http://dx.doi.org/10.2172/145213.

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Russo, David, and William A. Jury. Characterization of Preferential Flow in Spatially Variable Unsaturated Field Soils. United States Department of Agriculture, October 2001. http://dx.doi.org/10.32747/2001.7580681.bard.

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Streszczenie:
Preferential flow appears to be the rule rather than the exception in field soils and should be considered in the quantitative description of solute transport in the unsaturated zone of heterogeneous formations on the field scale. This study focused on both experimental monitoring and computer simulations to identify important features of preferential flow in the natural environment. The specific objectives of this research were: (1) To conduct dye tracing and multiple tracer experiments on undisturbed field plots to reveal information about the flow velocity, spatial prevalence, and time evol
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