Question

How do I calculate the depth of the river if I have a trapezoidal cross section...

How do I calculate the depth of the river if I have a trapezoidal cross section with bottom width b = 10 meters, H:V = 2:1, Q = 655 m3/2, total height of trapezoidal is 8 meters, manning roughness coefficient: n = 0,025 on all sides, and river bed slope    i = 0.0007

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
a trapezoidal channel to carry 142 m³/minute of water is designed to have a minimum cross-section....
a trapezoidal channel to carry 142 m³/minute of water is designed to have a minimum cross-section. find the bottom width and depth if the bed slope is1 in 1200, the side slope at 45° and chezy's co-efficient =55
Water is flowing uniformly in a finished-concrete channel of trapezoidal cross section with a bottom width...
Water is flowing uniformly in a finished-concrete channel of trapezoidal cross section with a bottom width of 0.7 m, trapezoid angle of 50°, and a bottom angle of 0.45°. If the flow depth is measured to be 0.45 m, determine the flow rate of water through the channel. Manning coefficient (n) for finished concrete is 0.012.
A. Starting from the specific energy equation [E = y + v2 /(2g)], drive an expression...
A. Starting from the specific energy equation [E = y + v2 /(2g)], drive an expression for the critical flow depth (yc) in a rectangular channel as a function of the flow rate /unit width (q). Proof also that Froude number in that case =1.0 B. A trapezoidal channel with a bottom width of 4 m and side slopes 4H: 1V carries a discharge of 30 m3 /s. The channel has bed slope= 0.1 % and manning roughness coefficient =...
7. A) Find the depth of water flowing through a triangular channel having a bed slope...
7. A) Find the depth of water flowing through a triangular channel having a bed slope of 1 in 3500 and side slope of 1:1, when it carries 1.2 m3/s. Take Manning’s Coefficient N = 0.014 B) For a most economical trapezoidal section of side slope 2h: 5V, bed slope of 1 in 2000 and C = 50. Find the rate of flow if the bottom width of the channel is 5 m.
2. (a)   A channel has a triangular cross section with equal sides, a bed slope of...
2. (a)   A channel has a triangular cross section with equal sides, a bed slope of 1 in 5000 and a Mannings, n, 0.025. When the flow is 50 cfs. Determine the normal depth of the channel.            (b) Determine the optimum dimensions (B, L, y, b) for the trapezoidal channel , if the flow rate in the channel is 0.55m3/s, the channel slope is 1:2500 and the Chezy coefficient is 85 m1/2 s-1.
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...
1) Determine the critical depth, critical slope and Froude Number at section y=0.4 m in a...
1) Determine the critical depth, critical slope and Froude Number at section y=0.4 m in a 1 m wide rectangular channel carrying 1.5 m3 /s. n=0.014. 2) Design a circular channel to convey Q=4 m3 /sec, in order to have maximum velocity. n=0.014, S0=0.008.. 3) Design a circular channel to convey flow rate Q=3 m3/sec, in order to have the flow depth y=1.5, n =0.014, bed slope 0.0006.
1. (25pts) This problem has two parts (1A and 1B). (1A). (10 pts) Calculate the uniform...
1. (25pts) This problem has two parts (1A and 1B). (1A). (10 pts) Calculate the uniform flowrate for an earth-lined (n = 0.02) trapezoidal canal flowing at a water depth of 2.0 m. The canal is constructed on a slope of 0.0001; its bottom width is 5 m and side slope is 2:1 (H:V). (1B) (15 pts) It has been found that this structure doesn’t have the optimum hydraulic design for the given side slope. What dimensions are required to...
I have absolutely no idea where to start with this or even how to do it....
I have absolutely no idea where to start with this or even how to do it. The chart is what is throwing me off. I just need to know how to do this problem, how to start it, and how does the chart even relate to the problem? For variance, you need a mean I guess, how is that possible with the chart? Using the table below, calculate the variance of X, variance of Y, standard deviation of X, standard...
ch 6 1: It is generally a good idea to gain an understanding of the "size"...
ch 6 1: It is generally a good idea to gain an understanding of the "size" of units. Consider the objects and calculate the kinetic energy of each one. A ladybug weighing 37.3 mg flies by your head at 3.83 km/h . ×10 J A 7.15 kg bowling ball slides (not rolls) down an alley at 17.5 km/h . J A car weighing 1260 kg moves at a speed of 49.5 km/h. 5: The graph shows the ?-directed force ??...