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8. A rectangular channel section has a change in slope as shown in figure below. The chamel is 4m...
A trapezoidal channel has a side slope of 1:1 and a bed width of 6.0 m....
A trapezoidal channel has a side slope of 1:1 and a bed width of 6.0 m. A hydraulic jump with a height of 0.5 m (i.e. the difference between water surface elevation upstream and downstream of the jump) is encountered in the channel. If the channel has a discharge of 10 m3/s, determine the critical depth in the channel. Plot the momentum curve and determine the flow depth immediately upstream and downstream of the jump.
Water flows in a 100 ft wide rectangular channel at flow rate = 300 ft3/sec
Water flows in a 100 ft wide rectangular channel at flow rate = 300 ft3/sec. Manning's n = 0.015 and the bottom slope = 0.002. Calculate/answer the following: a. the uniform (normal) flow depth assuming the channel is wide and shallow. b. the critical flow depth. c. the flow depth upstream of a hydraulic jump with downstream depth = normal depth. d. the type of channel slope at the given normal depth: mild, critical, or steep (select one). f. the basis for your answer in...
Question 7 Consider flow in an open channel with slope 1:500 and a Manning's n of...
Question 7 Consider flow in an open channel with slope 1:500 and a Manning's n of 0.030. The channel has a rectangular cross-section with a width of 5 m (a) Uniform flow in this channel has a depth of 1.6 m. What is the flowrate in the channel? (4 marks) (b) Suppose that this uniform flow (at point 1 in the figure below) encounters an obstacle on the channel bed (at point 2). How big would the obstacle need to...
A 4-m high dam with a slope of 8:1 ?V) has been proposed to ensure steady...
A 4-m high dam with a slope of 8:1 ?V) has been proposed to ensure steady water levels in a rectangular channel with a width of 5 m, a bottom slope of 0.2%, a Manning's n of 0.02, and discharge rate of 10 m3/s as shown below. proposed aim So-0.002 1. (15 points) Sketch out the gradually varied flow profiles for the water surface around the proposed dam by hand a. Determine the critical depth for the channel b. Estimate...
Water flows under the partially opened sluice gate, which is in a rectangular channel. If the water has the depth shown, determine if a hydraulic jump forms, and if so, find the depth yc at the downs...
Water flows under the partially opened sluice gate, which is in
a rectangular channel. If the water has the depth shown, determine
if a hydraulic jump forms, and if so, find the depth yc at the
downstream end of the jump.
6 m ус
6 m ус
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the...
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the 1.22 m. The upstream gate is open by 61 cm. Thus, water is released to the channel at a rate of 15 cms l consists of rent properties given in the table below. The water surfaces locate at elevations 388 3) thre upstream and downstream reservoirs, respectively. The depth at the upstream a) Determine normal and critical depths in each reach. Classify the reaches...
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of...
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the chamel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated...
Question 7 Consider flow in an open channel with slope 1:500 and a Manning's n of 0.030. The channel has a rectangular cross-section with a width of 5 m (a) Uniform flow in this channel has a depth of 1.6 m. What is the flowrate in the channel? (4 marks) (b) Suppose that this uniform flow (at point 1 in the figure below) encounters an obstacle on the channel bed (at point 2). How big would the obstacle need to...
A 4-m high dam with a slope of 8:1 ?V) has been proposed to ensure steady water levels in a rectangular channel with a width of 5 m, a bottom slope of 0.2%, a Manning's n of 0.02, and discharge rate of 10 m3/s as shown below. proposed aim So-0.002 1. (15 points) Sketch out the gradually varied flow profiles for the water surface around the proposed dam by hand a. Determine the critical depth for the channel b. Estimate...
Water flows under the partially opened sluice gate, which is in
a rectangular channel. If the water has the depth shown, determine
if a hydraulic jump forms, and if so, find the depth yc at the
downstream end of the jump.
6 m ус
6 m ус
Q1) Figure below indicates a rectangular channel connecting two reservoirs. The ch 385.88 m at the 1.22 m. The upstream gate is open by 61 cm. Thus, water is released to the channel at a rate of 15 cms l consists of rent properties given in the table below. The water surfaces locate at elevations 388 3) thre upstream and downstream reservoirs, respectively. The depth at the upstream a) Determine normal and critical depths in each reach. Classify the reaches...
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the chamel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated...
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10. Complete the table below
only using hexadecimal numbers:
AL CODE
EBX
EAX
[EAX]
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