Question

The bed of a rectangular canal is raised by a 0.1 m step. Upstream of the...

The bed of a rectangular canal is raised by a 0.1 m step. Upstream of the step, the canal width is 10 m and downstream the width contracts to 8 m. The energy head loss across the contraction is equal to 20% of the downstream velocity head. For a steady flow rate of 10 m3 /s, the flow depth upstream of the contraction is 1.6 m. Find the flow depth downstream of the contraction

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
Steady flow occurs through a trapezoidal channel with a bed width of 6.1 ft and side...
Steady flow occurs through a trapezoidal channel with a bed width of 6.1 ft and side slopes of 3:2. A 0.70-ft step occurs in the channel bed causing a head loss equal to 15% of the downstream velocity head. The flow depth upstream of the step is 4.3 ft and the cross-section-averaged velocity is 3.6 ft/s. What will be the change in the water surface elevation downstream of this step? How high would the step need to be to cause...
A 10-m wide, rectangular, concrete-lined canal (n=0.013) has a bottom slope of 0.01 and a constant-level...
A 10-m wide, rectangular, concrete-lined canal (n=0.013) has a bottom slope of 0.01 and a constant-level lake at the upstream end. The steep canal carries a flow of is 250 m3/s and the critical and normal depths are 4m and 2.37m, respectively. The water level in the lake is 6.0 m above the bottom of the canal at the entrance. If the entrance losses are negligible, using Direct Step Method determine; i. The flow depth 812 m downstream of the...
Q4. A hydraulic jump occurs fort the given flow conditions: discharge=20 m3/s, upstream channel geometry trapezoid...
Q4. A hydraulic jump occurs fort the given flow conditions: discharge=20 m3/s, upstream channel geometry trapezoid (upstream flow depth=100 cm, bottom width=100 cm, m=2), downstream channel geometry rectangular (width= 500 cm). Calculate downstream flow depth and power loss in the hydraulic jump.
Design a canal culvert 75 metres long to pass a normal full supply discharge of 4...
Design a canal culvert 75 metres long to pass a normal full supply discharge of 4 m3/s with 0.3m head loss. The upstream and downstream canal parameters are as given in the following. Ymax=1.40 m Vmax=0.830 m/s Ymin=1.05 m V min =0.74 m/s At 5 m3/s, the normal upstream depth of flow = 1.28 m, assume a square box section DxD is to be used with a rounded entrance so that K1=0.30. if R = D/4 for a single box...
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...
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.
Exercise 1. In a rectangular xsection canal of 4 m wide, there is a free surface...
Exercise 1. In a rectangular xsection canal of 4 m wide, there is a free surface flow of rate 10 m3/s at uniform flow conditions at 2 m depth. A drainage pipe of 30 cm diameter is constructed at the bottom of the canal. Investigate the new flow conditions and draw the flow surface variation at the pipe xsect vicinity.
Exercise 4. A rectangular xsect canal of 10 m wıdth, carries a uniform flow at a...
Exercise 4. A rectangular xsect canal of 10 m wıdth, carries a uniform flow at a rate of 30 m3/s with 1,2 m depth. A drainage pipe of 50 cm diameter is constructed at the bottom of the canal. Investigate the new flow conditions and draw the flow surface variation at the pipe xsect vicinity.
A vertical sluice gate in a long rectangular channel 5 m wide is lowered to produce...
A vertical sluice gate in a long rectangular channel 5 m wide is lowered to produce an opening of 1.0 m. Assuming that free flow conditions exist at the vena contracta downstream of the gate verify that the flow in the vena contracta is supercritical when the discharge is 15 m3/s, and determine the depth just upstream of the gate. Cv = 0.98; Cc = 0.6. Take the upstream velocity energy coefficient (Coriolis) to be 1.0 and that at the...
A vertical sluice gate in a long rectangular channel 5 m wide is lowered to produce...
A vertical sluice gate in a long rectangular channel 5 m wide is lowered to produce an opening of 1.0 m. Assuming that the free flow conditions exist at the vena contracta downstream of the gate verify that the flow in the vena contracta is supercritical when the discharge is 15 m3/s and determine the depth just upstream of the gate, Cv = 0.98; Cc = 0.6. Take the upstream velocity energy coefficient to be 1 and that at the...