विधियों की तुलना करें
चुनी हुई विधियों की आमने-सामने समीक्षा करें; भिन्नता वाली पंक्तियाँ रेखांकित हैं।
| टेरज़ाघी समेकन× | यूनिट हाइड्रोग्राफ× | |
|---|---|---|
| क्षेत्र | सिविल इंजीनियरिंग | सिविल इंजीनियरिंग |
| परिवार | Process / pipeline | Process / pipeline |
| उद्भव वर्ष≠ | 1943 | 1932 |
| प्रवर्तक≠ | Karl Terzaghi | L. K. Sherman |
| प्रकार≠ | Diffusion equation for pore pressure dissipation and soil settlement | Linear transformation from rainfall to streamflow |
| मौलिक स्रोत≠ | Terzaghi, K. (1943). Theoretical Soil Mechanics. John Wiley & Sons. ISBN: 0-471-85305-1 | Sherman, L. K. (1932). Streamflow from rainfall by the unit graph method. Engineering News-Record, 108(14), 501-505. link ↗ |
| उपनाम | Primary consolidation, Soil settlement, Effective stress | UH, Rainfall-runoff, Hydrograph synthesis |
| संबंधित | 3 | 3 |
| सारांश≠ | 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. | 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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