Question

A reservoir feeds a rectangular channel 4.50m wide and a friction of 0.015 At the entrance,...

A reservoir feeds a rectangular channel 4.50m wide and a friction of 0.015 At the entrance, the depth of the water in the reservoir is 1.87m above the channel template. The channel is 240mts. In length and a drop in that length of 21.6cms the depth behind a spillway located at the end of the channel discharge is 1.24m Determine, using a single section the capacity of the channel assuming that the loss at the entrance is 0.25V2 /2 g.

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
Water approaches a sharp-crested rectangular weir through a channel that is 2 m wide. The depth...
Water approaches a sharp-crested rectangular weir through a channel that is 2 m wide. The depth of flow in the channel is 1 m. The weir crest is 0.6 m above the base of the channel and has a crest width of 0.8 m. It is located in the centre of the channel. Assuming a coefficient of discharge of 0.61, and ignoring side contractions, determine the discharge over the weir: a) Assuming the approach velocity is zero b) Including the...
During a flood flow, the depth of flow in a 10 m wide rectangular channel at...
During a flood flow, the depth of flow in a 10 m wide rectangular channel at 2 sections 200 m apart was found to be 3.0 m and 2.9 m. respectively. The drop in the water surface elevation was found to be 0.12 m. Estimate the flood discharge through the channel. Assume n = 0.025.
Water flows in a rectangular concrete channel that is 10 m wide and has a slope...
Water flows in a rectangular concrete channel that is 10 m wide and has a slope of 0.005. The depth of the uniform flow in the channel (y1) is 450 mm and the discharge per width of the water is 2.2 m2/s. The downstream channel is smooth, and a hydraulic jump is forced to form in the channel by installing a sill. Calculate: (i) the depth and velocity of the water downstream of the hydraulic jump; (ii) the difference in...
A rectangular channel 6.20 m wide and 1.20 m deep is laid on a uniform slope...
A rectangular channel 6.20 m wide and 1.20 m deep is laid on a uniform slope of 0.003. The roughness coefficient of the channel is 0.013 m. a. Determine the discharge in the channel in m3/sec. b. Determine the savings in the lining per meter length of channel if the most efficient rectangular section is to be used for the same flow and properties. c. Determine the savings in earth excavation per meter length of channel if the most efficient...
The flow in a very wide rectangular channel tends to a freefall at which the depth...
The flow in a very wide rectangular channel tends to a freefall at which the depth is reduced to 0.67 times the normal depth. The channel conveys a specific discharge of 4 m3/s/m and has a bed slope of 10 cm/km. Estimate the distance upstream of the fall where the water depth is 0.9 times the normal depth. Take the Manning coefficient as 0.025 and use the step-by-step (direct step) method.
A bridge is planned on a 6 m wide rectangular channel carrying a flow of 14...
A bridge is planned on a 6 m wide rectangular channel carrying a flow of 14 m3/s at a flow depth of 0.82 m. For reducing the length of the bridge, what is the minimum channel width such that the u/s water level is not influenced for this discharge? Group of answer choices A. None of them correct B. The width can be reduced by one-third C. The width can be reduced by half D. There will be no reduction...
A 5-m wide rectangular channel with two reaches, each with a different slope, conveys 40m3/s of...
A 5-m wide rectangular channel with two reaches, each with a different slope, conveys 40m3/s of water. The channel slope for the first reach is 0.0005 and then a sudden change to a slope of 0.015 so that critical flow occurs at the transition. Determine the depths of flow at locations 10 m, 20 m and 30 m upstream of the critical depth. The Manning’s n for the channel is 0.015.
Question 2 a. A new gauging station in a rectangular 30m wide channel requires the construction...
Question 2 a. A new gauging station in a rectangular 30m wide channel requires the construction of a broad crested weir with a sill height of 1.8m. The channel slope is 0.002 and has a Manning coefficient of 0.04. The discharge rate in the river is approximately 500m'/s and the equation for the weir is 0.1.705CoBh3 where the discharge coefficient is 0.88. Determine the critical and norrnal depth of the channel. ii. Determine the depth over the weir. (5) (2)...
an water vertical sluis gate freely 56 m3/s into a rectangular channel 7 m wide ....
an water vertical sluis gate freely 56 m3/s into a rectangular channel 7 m wide . the gate whic is the same width as the channel is set at a height of 1.4m above the bed and the depth at the vena contracta is .85 m the energy loss in the converging flow at a sluis is quite small so take the head loss B as .05v2 / 2g the normal depth in the downstream hz=2.6m 1. calculate the depth...
Water flows in a 4-m wide rectangular open channel that has an n = 0.022, a...
Water flows in a 4-m wide rectangular open channel that has an n = 0.022, a slope of 0.005 m/m, and the flow rate is 10 m3/s.   A flow depth of 0.92 m is located at a particular location in the channel. What type of flow profile occurs at that location? Given the roughness value, what is the likely channel material?    (Water surface profile classification problem) Hydraulic Engineering