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Define the Approach Velocity
Typical problems have negligible approach velocity. v1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the velocity of the flow falling over the top of the weir plate (nappe).
Examples of Stabilised pavement layers: Examples Sand-clay mixture Sand-gravel mixture Soil-aggregate mixture Soil-soft aggregate mixtures (b)
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Define the Thiem Equations for Confined Aquifers Using natural log: Q = 2pKm(h 2 - h 1 )/ln(r 2 /r 1 ) Using log 10 : Q = 2Km(h 2 - h 1 )/((1055)log(r 2 /r 1 ))
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A sample of clay taken from a natural stratum was originated to be partially saturated and when tested in the laboratory gave the following results. Calculate the degree of saturat
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