Calculate the overflow rate detention time and weir loading

Reference no: EM13529946

1.what is a curve?how many types of curves?what are theirsolutions?illustrate with examples.

2.A wastewater treatment plant has two primary clarifiers, each 20m in diameter with a 2-m side-water depth. the effluent weirs are inboard channels set on a diameter of 18m. for a flow of 12900m^3/d, calculate the overflow rate, detention time,and weir loading.

3.A fine sand has a hydraulic condutivity of 3.5 x 10^-5 m/s a hydraulic gradient of 0.00141, and a porosity of 45 percent. Detrmine the Darcy velocity and the averge linear velocity

Reference no: EM13529946

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