Q. The critical depth and base width of a trapezoidal channel is 2m and 5m respectively. Calculate the maximum discharge if the side slope of the channel is 1H:2V.

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Q. Calculate the side slope of a triangular channel if the maximum discharge is 48.82 m³/s and the critical depth of the channel is 6m.

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Q. Calculate the maximum discharge through a triangular channel having a side slope of 1H:2V and the critical depth is 3m.

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Q. The minimum specific energy of a rectangular channel is 1.3m and the base width of the channel is 10m, calculate the discharge through the channel.

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Q. The base width of a rectangular channel is 4m and the maximum discharge through the channel is 10 m³/s, calculate the specific energy.

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Q. Calculate the minimum specific energy of a rectangular channel having critical depth of 1.5m.

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Q. Calculate the total discharge through a rectangular channel having critical depth of 1.18m and the base width of the channel is 4m.

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Q. Calculate the critical depth of a rectangular channel having width 3m and the discharge through it is 15 m³/s.

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Q. Estimate the critical depth in case of a rectangular channel having usual dimensions.

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Q. Calculate the specific energy in case of rectangular channel having discharge Q and yc is the critical depth.

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Q. Determine the velocity in case of critical flow having top width T and area A.

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Q. What is the condition for critical flow in case of maximum discharge?

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Q. What is the condition for critical flow?

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Q. Estimate the specific energy for the most economical trapezoidal channel section having depth of 5m, side slope of 1H:4V and bed slope of 1 in 1200.

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Q. Calculate the specific energy for the most economical rectangular channel having depth 2m and width 4m if the bed slope of the channel is 1 in 1200. C = 35.

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Q. Calculate the average shear stress for a rectangular channel having depth 0.5m, width 0.8m if the specific energy is 0.56m.

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Q. The specific energy of a rectangular channel having dimensions 2m×3m is 3.095m. Calculate the friction factor.

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Q. Calculate the velocity of flow through a channel having depth of 1.2m and specific energy equal to 1.24m.

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Q. The specific energy of a channel section is 1.01m and the velocity of flow is 0.5m⁄s, calculate the depth of flow.

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Q. The depth of a trapezoidal channel section is 2m, base width of 3m and has a side slope of 1H:2V. Calculate n if the bed slope is 1 in 1000.

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