Q. Calculate the wetted area for a rectangular channel which is 5.2m in width and 3m in depth.

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Q. Calculate the wetted perimeter for a rectangular channel having top width of 4.5m and depth of 3m.

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Q. A rectangular channel has a depth of 5m and width of 12m. Calculate the hydraulic depth of the channel.

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Q. The depth and widths of a rectangular channel are 4m and 5m respectively. Determine the hydraulic radius of the channel.

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Q. Determine the section factor for the channel section having area 20m².

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Q. The section factor and hydraulic depth for a rectangular channel are 40m and 4m respectively. Determine the top width of the channel.

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Q. The hydraulic depth of a rectangular channel is 2m and its wetted area is 12m². Estimate its hydraulic radius.

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Q. Let the top width of a rectangular channel be B and the depth be y, determine the hydraulic radius of the channel.

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Q. What is the wetted area for a triangular channel having depth y and the side slope being Z?

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Q. Calculate the wetted perimeter of a triangular section having depth y and the side slope is Z.

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Q. Calculate the wetted perimeter of a triangular section having a depth of 4m and the side slope is 1H:1V.

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Q. Estimate the wetted area of a triangular channel having a depth of 5m and the side slope is 2H:1V.

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Q. What is the top width of a triangular channel having a depth y and side slope Z?

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Q. Determine the hydraulic depth of a triangular channel having the side slope Z and depth y.

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Q. Estimate the top width of a triangular channel having a side slope of 1H:2V and depth of 5m.

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Q. What is the Hydraulic Radius of a triangular channel having a depth y and side slope Z?

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Q. What is the section factor for a triangular channel having depth y and side slope Z?

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Q. Calculate the section factor a triangular channel section having side slope 1H:4V and depth of 8m.

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Q. Determine the Hydraulic depth for a triangular channel having side slope of 1H:3V and depth 15m.

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Q. Calculate the Hydraulic Radius for a triangular channel having side slope 2H:4V and a depth of 3m.

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