Question

Depth of flow measured in the upstream channel of a Parshall flume with a throat width...

Depth of flow measured in the upstream channel of a Parshall flume with a throat width of 4.0-ft is 18-in. Calculate the quantity of flow.

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
Calculate the depth of flow in a trapezoidal channel with a bottom width of 3m and...
Calculate the depth of flow in a trapezoidal channel with a bottom width of 3m and whose walls slope 40 degrees with the horizontal. The channel is made of unfinished concrete and is laid on a 0.1% slope. The discharge is 15m^3/s.
Case Study 1 - What is the flow rate? An engineering Channel with top width is...
Case Study 1 - What is the flow rate? An engineering Channel with top width is 20 ft, bottom width is 10 ft, and depth is 5 ft. Channel slope is 1%, and manning N is 0.05. A trapezoid Channel.
A rectangular channel with a width of 6.5m and water depth of 1.35m has a channel...
A rectangular channel with a width of 6.5m and water depth of 1.35m has a channel bed slope of 1 in 900. Determine the discharge when Manning’s roughness coefficient n=0.015. By changing the size of the channel but keeping the same quantity of lining, determine the new dimensions (water depth and width) if it is desired to increase the discharge to a maximum and also calculate percentage increase in discharge
The characteristics of  a broad-crested weir are as follows:  height=0.25 m, width=150 cm,  maximum upstream flow depth= 0.75 m....
The characteristics of  a broad-crested weir are as follows:  height=0.25 m, width=150 cm,  maximum upstream flow depth= 0.75 m. For the given flow conditions, what is the maximum discharge that can be measured? In the upstream head calculation consider the upstream velocity head.  Show your results in a longitudinal view  drawing.
Water is flowing at a velocity of 5m/s and a depth of 0.3m in a channel...
Water is flowing at a velocity of 5m/s and a depth of 0.3m in a channel of rectangular cross-section that has a width of 3m. Find the change in depth, and in absolute water level produced by: (a) a smooth contraction in channel width of 0.3m (b) a smooth expansion in channel width of 0.3m. (c) Also find the greatest allowable contraction in width for the upstream flow to be possible as specified.
Consider the California aqueduct, which is a concrete trapezoidal channel with a bottom width of 40...
Consider the California aqueduct, which is a concrete trapezoidal channel with a bottom width of 40 ft, a longitudinal slope of 0.004% and 1.5H:1V sideslopes (z = 1.5). Assume n = 0.013. The design discharge is 6400 mgd. (use 9900 cfs) The depth of water is 29 ft at point A. The depth of water is 30 ft at point B. (a) What is the normal depth? b) Determine the critical depth. (c) What type of profile exists in the...
The characteristics of a vertical sluice gate is as follows: gate width= 300 cm,  upstream flow depth=350...
The characteristics of a vertical sluice gate is as follows: gate width= 300 cm,  upstream flow depth=350 cm. Estimate the discharge through the gate when the gate opening is 50 cm for unsubmerged flow conditions. Show your results in a longitudinal view  drawing.
A rectangular channel 4m wide has a venture flume of width 1.5m and a flow rate...
A rectangular channel 4m wide has a venture flume of width 1.5m and a flow rate of 8m³/s. A subcritical flow approaches this structure, Investigate the energy and flow surface profiles along this channel up to where flow is subcrtical again, Taken n= 0.023 and bed slope 1/700
3. A trapezoidal channel has a base width b = 8 ft and side slopes 6H:1V....
3. A trapezoidal channel has a base width b = 8 ft and side slopes 6H:1V. The frictional slope is Sf = 0.035 and the Manning roughness coefficient is n = 0.014. Design a channel if channel discharge is = 15.45 m3 /s using Mannings equation. The farmer land is 3.482 acre with a length of 951.43 ft. what is the best length for the grass waterway? Depth of channel, d=? (5).   Top width of the channel=? (3) Freeboard of...
Q2. Considering a vertical sluice gate in a horizontal smooth rectangular channel, the upstream and downstream...
Q2. Considering a vertical sluice gate in a horizontal smooth rectangular channel, the upstream and downstream water depths are 5.1 and 0.45 m, respectively. The upstream flow velocity is 0.5 m/s and the channel width is 27 m. Calculate the downstream flow velocity and the force acting on the sluice gate. Draw the control volume and show the forces acting on the sluice gate.
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT