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Define Circular Channels Flowing Partially Full
Two sets of curved lines on the Circular Channel Ratios figure (discharge Q/Qfull and velocity v/vfull).
1. "n" variable with changing depth of flow. Use the Circular Channel Ratios figure.
2. "n" constant with changing depth of flow. Use the Circular Channel Ratios figure.
The maximum dry density and optimum moisture content of a soil from standard proctor's test are 18 kN/m 3 and 16% respectively. Compute the degree of saturation of the sample,
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If y1 and y2 are alternate depths of a rectangular channel show that Yc³ =2y1²y2²/(y1+y2) Also specific energy E = y1²+y1y2+y2²/(y1+y2)
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