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نمذجة تدفق المياه الجوفية MODFLOW×طريقة موسكينغم (Muskingum Routing)×نموذج التدفق المروري (نموذج LWR)×
المجالالهندسة المدنيةالهندسة المدنيةالهندسة المدنية
العائلةProcess / pipelineProcess / pipelineProcess / pipeline
سنة النشأة1984 (original release); continuously updated through MODFLOW-6 (2017)19381955
صاحب الطريقةMichael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey)George McCarthyM. J. Lighthill and G. B. Whitham
النوعNumerical groundwater flow simulationHydrologic method for flood attenuation in riversMacroscopic traffic flow modeling using conservation laws
المصدر التأسيسيHarbaugh, A. W. (2005). MODFLOW-2005, the U.S. Geological Survey modular ground-water model — the Ground-Water Flow Process. U.S. Geological Survey Techniques and Methods 6-A16. link ↗McCarthy, G. T. (1938). The Unit Hydrograph and Flood Routing. US Army Corps of Engineers Document 608. link ↗Lighthill, M. J., & Whitham, G. B. (1955). On kinematic waves I. Flow movement in long rivers. Proceedings of the Royal Society A, 229(1178), 281-316. DOI ↗
الأسماء البديلةMODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater modelFlood routing, Stream flow attenuation, Hydrologic routingLWR model, Traffic wave, Kinematic wave theory
ذات صلة033
الملخصMODFLOW is the U.S. Geological Survey's open-source, modular finite-difference model for simulating three-dimensional groundwater flow through porous media. First released in 1984 and continuously updated — most recently as MODFLOW-6 — it is the global standard for quantitative hydrogeological analysis, widely used in civil engineering, environmental consulting, water-resource management, and groundwater contamination studies.The Muskingum method is a hydrologic flood routing technique that predicts how a flood wave attenuates (reduces in peak) and spreads as it travels down a river reach. Developed by McCarthy in 1938 for the US Army Corps of Engineers, the method is simple enough for hand calculations while capturing the essential physics of flood propagation.The Lighthill-Whitham-Richards (LWR) model is a macroscopic traffic flow model that treats traffic as a compressible fluid, applying conservation of vehicles and a flow-density relationship. Introduced independently by Lighthill and Whitham (1955) and Richards (1956), the model predicts traffic wave propagation, congestion formation, and bottleneck behavior on highways.
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ScholarGateقارن الطرق: MODFLOW Groundwater Modeling · Muskingum Routing · Traffic Flow (LWR Model). استُرجع بتاريخ 2026-06-18 من https://scholargate.app/ar/compare