Question

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.

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
Determine the depth (y), and the pressure (p) for a rectangular channel that has a discharge,...
Determine the depth (y), and the pressure (p) for a rectangular channel that has a discharge, Q=300 m3/s, (uniform flow) (n= 0.014 Manning) Slope=0.65 b(wide)=2.00 m
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.
Find critical depth of a 2 m wide rectangular channel if the flow rate passing through...
Find critical depth of a 2 m wide rectangular channel if the flow rate passing through it is 3 m3/s.
The discharge through a rectangular channel 4.4 m wide is 16 m3/s. The Manning’s coefficient n...
The discharge through a rectangular channel 4.4 m wide is 16 m3/s. The Manning’s coefficient n is 0.003. Determine the normal depth when the slope is 0.008. Check whether the flow is sub or supercritical. If the normal depth is to be kept at 2 m, determine the slope.
A wide rectangular channel of width 20 m and has n = 0.035, determine the critical...
A wide rectangular channel of width 20 m and has n = 0.035, determine the critical bed slope and discharge for critical depths of 0.2, 0.5 and 1.0 m
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.
A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope,...
A hydraulic jump is formed in a trapezoidal channel of 2.0-m bed width, 1:1 side slope, and carrying a discharge of 6.0 m3/s. The initial and final depths of the jump are 0.5m and 2.0m, respectively. Concrete blocks are placed to stabilize the jump. Cf = 0.6. Construct the M-y diagram for the channel section. Find the critical depth.
The maximum Manning’s n for a smooth, clean, unlined, uniform earthen channel is about (based on...
The maximum Manning’s n for a smooth, clean, unlined, uniform earthen channel is about (based on MSMA): 0.012 0.025 0.033 0.002 The Manning’s n for a straight concrete-lined channel with off-form finished is about (average): 0.013 0.016 0.30 0.14 Water flows in a concrete-lined (n=0.013) rectangular channel of 3m wide at a flow depth of 1.2m and a slope of 0.00 Determine the discharge in the channel using Manning’s formula? 10.5 m3/s 11.6 m3/s 8.5 m3/s In a wide rectangular...
A rectangular channel with width 5.5 feet conveys 225 cfs. Find the normal depth if the...
A rectangular channel with width 5.5 feet conveys 225 cfs. Find the normal depth if the n=0.022 and slope is 1%. (Requires “guess and check”.)   Determine the Froude number for the channel and flow conditions in 6. State the criticality condition and describe what would have to be done to the roughness value n (increase or decrease) to result in the channel reaching the critical depth (assuming Q and s remained the same)? Explain. hydraulics and hydrogeology
ADVERTISEMENT
Need Online Homework Help?

Get Answers For Free
Most questions answered within 1 hours.

Ask a Question
ADVERTISEMENT