Underflow Studies Related to Earth and Masonry Dams |
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45 H BASE back and face base see studies BASE UPLIFT PRESSURES CONCLUSIONS constant core is thickened cores at crest crest and toe crest width Darcy's law Decreased at toe decreasing uplift pressure Depth of Double Depth of single distribution along base double cores double line dx dy dydx earth dams effective in overcoming Engineers equipotential lines exact differential F-Foundation Depth face angle increases family of curves flow of water holomorphic function hydraulic electric analogy Laplace's Equations line of saturation line of sheet masonry dam permeable stratum piling in overcoming piling of depth PILING TOE PILING plotted Pressure 100 Pressure BASE Pressure H Pressure P H Pressure PILING Pressure UPLIFT roller dams saturation is lowered seepage sheet piling single line sliding contact stream lines toe is decreased Typical Flow UPLIFT PRESSURES 170 UPLIFT PRESSURES 45 UPLIFT PRESSURES CORE UPUFT Variation of Depth velocity velocity potential W-5H BASE W+5H WESH