Bandingkan kaedah

	Pemodelan Air Tanah MODFLOW	Penyaluran Muskingum	Model Aliran Trafik (Model LWR)
Bidang	Kejuruteraan Awam	Kejuruteraan Awam	Kejuruteraan Awam
Keluarga	Process / pipeline	Process / pipeline	Process / pipeline
Tahun asal	1984 (original release); continuously updated through MODFLOW-6 (2017)	1938	1955
Pengasas	Michael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey)	George McCarthy	M. J. Lighthill and G. B. Whitham
Jenis	Numerical groundwater flow simulation	Hydrologic method for flood attenuation in rivers	Macroscopic traffic flow modeling using conservation laws
Sumber perintis	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.	McCarthy, G. T. (1938). The Unit Hydrograph and Flood Routing. US Army Corps of Engineers Document 608.	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.
Alias	MODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater model	Flood routing, Stream flow attenuation, Hydrologic routing	LWR model, Traffic wave, Kinematic wave theory
Berkaitan	0	3	3
Ringkasan	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 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.