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Muskingum-metoden×MODFLOW Grundvattenmodellering×Enhetshydrograf×
ÄmnesområdeSamhällsbyggnadsteknikSamhällsbyggnadsteknikSamhällsbyggnadsteknik
FamiljProcess / pipelineProcess / pipelineProcess / pipeline
Ursprungsår19381984 (original release); continuously updated through MODFLOW-6 (2017)1932
UpphovspersonGeorge McCarthyMichael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey)L. K. Sherman
TypHydrologic method for flood attenuation in riversNumerical groundwater flow simulationLinear transformation from rainfall to streamflow
UrsprungskällaMcCarthy, G. T. (1938). The Unit Hydrograph and Flood Routing. US Army Corps of Engineers Document 608. link ↗Harbaugh, 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 ↗Sherman, L. K. (1932). Streamflow from rainfall by the unit graph method. Engineering News-Record, 108(14), 501-505. link ↗
AliasFlood routing, Stream flow attenuation, Hydrologic routingMODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater modelUH, Rainfall-runoff, Hydrograph synthesis
Närliggande303
SammanfattningThe 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.MODFLOW 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 unit hydrograph (UH) is a linear transformation that converts rainfall excess into streamflow for a watershed. Introduced by Sherman in 1932, the UH assumes that rainfall-runoff response is linear and time-invariant, enabling synthesis of flood hydrographs from design storms for dam spillway design and flood risk assessment.
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ScholarGateJämför metoder: Muskingum Routing · MODFLOW Groundwater Modeling · Unit Hydrograph. Hämtad 2026-06-18 från https://scholargate.app/sv/compare