197. The maximum diameter of sewers adopted in the designs is
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198. The minimum diameter of sewer to be adopted is
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199. The rational formula for peak drainage discharge, was evolved by
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200. If the over land flow from the critical point to the drain is 8 km and the difference in level is 12.4 m, the inlet time is
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201. If n is the rugosity coefficient, r is the hydraulic depth, s is the bed slope of sewer, the velocity of flow in m/sec may be obtained by the formula V = -n r213 s ? evolved by
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202. Pick up the correct statement from the following :
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203. In a residential colony, sewers of diameters 100 mm, 150 mm and 225 mm were laid with a gradient 1 in 120. Which portion of the sewage system does not choke in due course of time
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