Q. For the usual turbulent flow, calculate the critical shear stress if the mean diameter of the grain particle of bed material is 0.3 mm.

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Q. Calculate the corresponding hydraulic mean depth that would exist in the channel if the bed was unrippled. The rugosity coefficient in an unrippled channel is 0.015 and the rugosity coefficient actually observed by experiments on the rippled bed of channel is 0.020. Consider the value of hydraulic mean depth of the channel as 1.5 m.

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Q. Calculate the quantity of bed load transport by using Meyer and Peter formula if the effective tractive force that causes bed load transportation is 2.5 N/m².

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Q. Calculate the effective unit tractive force that causes bed load transportation if the unit tractive force produced by the flowing water is 3.20 N/m². The Manning’s coefficient on an unrippled bed is 0.0108 and the actual observed value of Manning’s coefficient on ripped channels is 0.0222. Take the value of critical shear stress that is required to move the grain particle as 0.5 N/m².

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Q. The actual capacity of silt laiden water channel is worked out with 1/2 : 1 side slopes.

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Q. What is range of side slopes for a canal in cutting?

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Q. With what equation we can calculate the berm width?

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Q. Deposition of silt to form the berms completely has lot of advantages.

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Q. What is the primary purpose of the banks?

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Q. What type of roads is provided for inspection purposes?

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Q. What is provided as a measure of safety during driving?

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Q. Which structure is provided when the disposition of earth becomes costlier?

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Q. What type of structure is provided when earth has to be brought from somewhere else for canal construction?

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Q. Which type of borrow pits are preferred more?

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Q. What is the condition for digging of borrow pits?

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