The discharge through a trapezoidal channel is 245.06m3 s and the bed slope is 1 in 1000. Calculate the value of the wetted area if the hydraulic radius is 2.26m. Manning s roughness co efficient = 0.008.

The discharge through a trapezoidal channel is 245.06m3 s and the bed

1.	The discharge through a trapezoidal channel is 245.06m3 s and the bed slope is 1 in 1000. Calculate the value of the wetted area if the hydraulic radius is 2.26m. Manning s roughness co efficient = 0.008.
A.	34m<sup>2</sup>
B.	35m<sup>2</sup>
C.	36m<sup>2</sup>
D.	37m<sup>2</sup>
Answer» D. 37m<sup>2</sup>

Discussion

No Comment Found

Related MCQs

Estimate the value of the manning s constant for a fully running circular section having diameter of 8m and the value of Chezy s constant is 50.
Determine the value of Chezy s constant for a trapezoidal channel having depth 3m, base width 11m, side slope 1H:3V and the manning s co efficient is 0.012.
The side slope of a triangular channel section is 1H:4V and the depth is 12m. Calculate the value of chezy s constant if the value of manning s constant is 0.03.
Determine the value of manning s constant for a rectangular channel if Chezy s constant is equal to 50 and the depth and widths of the channel are 4m and 7m respectively.
The discharge through a trapezoidal channel is 245.06m3 s and the bed slope is 1 in 1000. Calculate the value of the wetted area if the hydraulic radius is 2.26m. Manning s roughness co efficient = 0.008.
The area of the triangular section is 66.67m2 and the wetted perimeter of the section is 24.03m. Calculate the value of the manning s roughness co efficient if the bed slope of the channel section is 1 in 500 and the discharge through the channel is 117.61m3 s.
The area of a channel section is 8m2 and the wetted perimeter is 8m. Calculate the value of the bed slope of the channel if the discharge is 33.33m3 s and manning s co efficient is 0.012.
The diameter of a circular channel section which is running full is 8m. Determine the discharge through the channel section if the bed slope is 1 in 600 and the value of the manning s co efficient is 0.013.
A circular channel section has diameter of 6m and it is running half. Calculate the discharge through the channel if the bed slope is 1 in 600 and manning s co efficient is equal to 0.014.
Estimate the discharge through a triangular channel having depth 7m and side slope 1H:5V in which the bed slope is 1 in 1000. Manning s co efficient = 0.03.

The discharge through a trapezoidal channel is 245.06m3 s and the bed slope is 1 in 1000. Calculate the value of the wetted area if the hydraulic radius is 2.26m. Manning s roughness co efficient = 0.008.

Discussion

No Comment Found

Related MCQs

Reply to Comment