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| نمذجة تدفق المياه الجوفية MODFLOW× | Terzaghi Consolidation× | |
|---|---|---|
| المجال | الهندسة المدنية | الهندسة المدنية |
| العائلة | Process / pipeline | Process / pipeline |
| سنة النشأة≠ | 1984 (original release); continuously updated through MODFLOW-6 (2017) | 1943 |
| صاحب الطريقة≠ | Michael G. McDonald and Arlen W. Harbaugh (U.S. Geological Survey) | Karl Terzaghi |
| النوع≠ | Numerical groundwater flow simulation | Diffusion equation for pore pressure dissipation and soil settlement |
| المصدر التأسيسي≠ | 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 ↗ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 |
| الأسماء البديلة≠ | MODFLOW-2005, MODFLOW-6, modular groundwater flow model, USGS groundwater model | Primary consolidation, Soil settlement, Effective stress |
| ذات صلة≠ | 0 | 3 |
| الملخص≠ | 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. | Terzaghi consolidation theory describes how water-saturated clay soils compress over time as excess pore water pressure dissipates and effective stress increases. Formulated by Karl Terzaghi in 1943, this foundational theory enables prediction of settlement rates for foundations on compressible soils, a critical design concern in geotechnical engineering. |
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