Homework Answers
4. A reservoir spillway is a long wide concrete channel with a 3% slope and Manning's n is 0.020....
4. A reservoir spillway is a long wide concrete channel with a 3% slope and Manning's n is 0.020. The design discharge per unit width q-2.5 m/s a) Show that steady uniform flow is supercritical (7 points) b) A 1-meter diameter smooth cylinder is built in the spillway (to dissipate energy or support a structure above). What is the drag force on the smooth cylinder? Drag coefficient is on the next page. (6 points) D-Im c) If an obstruction downstream...
QUESTION 7 a. A spillway is designed to control the overflow from a dam as shown...
QUESTION 7 a. A spillway is designed to control the overflow from a dam as shown in the figure below. The flow rate from the dam over the spillway is 2.9m's-1 per metre of width of the spillway. A hydraulic jump occurs downstream of the spillway. What will be the depth of the fluid y, downstream of the hydraulic jump? Assume that energy losses over the spillway can be neglected. 8 marks 5 m b. A sluice gate is fitted...
Sluice gate on 0% slope to 1% slope downstream
The following profile shows a sluice gates that discharges into a rectangular concrete channel (n=0.013) that is 5m wide. Will a hydraulic jump occur downstream from the gates over the sloping part of the channel if the gate is opened to an elevation of 101.250 and the flow velocity at the gate is 6.692 m/s? Assuming that a hydraulic jump does occur above, and that the downstream water level has an elevation of 102.5m, how much energy is lost in...
Question 3 A chute spillway is placed across a 0.4m wide channel with 100 L/s discharge which cre...
Question 3 A chute spillway is placed across a 0.4m wide channel with 100 L/s discharge which creates 0.25 m and 0.05m upstream and downstream depths respectively. At what height hA should the top of a broad crested weir (C 1.60) be placed above the channel bottom, if a free jump is to be formed between the spillway and weir? (20 marks) 0.25m hA 0.05m
Question 3 A chute spillway is placed across a 0.4m wide channel with 100 L/s...
16.10 A sluice across a channel om wide discharges a stream 1.2 m deep. What will...
16.10 A sluice across a channel om wide discharges a stream 1.2 m deep. What will be the tow if the upstream depth is om? The conditions downstream cause an hydraulic jump to occur at a place where concrete blocks have been placed in the bed. What will be the force on the blocks if the downstream depth is 3.06 m? 171 3 ms 1196 KNI
water flows at a rate of 20 m3/s through a rectangular channel 4.0 m wide from...
water flows at a rate of 20 m3/s through a rectangular channel 4.0 m wide from a "steep slope" to a 'mild slope", creating a hydraulic jump. The upstream depth of flow is 1.20 m Find the following: (a) the downstream depth of flow, (b) the energy loss in the jump, anid (c) the upstream and downstream velocities 2)
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the...
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
A gravelly sand channel slopes away from a reservoir, through the reservoir rim, to an adjacent...
A gravelly sand channel slopes away from a reservoir, through the reservoir rim, to an adjacent drainage area. The channel slopes at a gradient of 23 m (75 ft) vertically to 30.5 m (100 ft) horizontally. In cross section the channel is 1.8 m (6 ft) thick and 4.6 m (15 ft) wide. The channel intersects the adjacent drainage area at a horizontal distance of 152.4 m (500 ft) from the reservoir. a. At minimum pool elevation in the reservoir...
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...
4. A reservoir spillway is a long wide concrete channel with a 3% slope and Manning's n is 0.020. The design discharge per unit width q-2.5 m/s a) Show that steady uniform flow is supercritical (7 points) b) A 1-meter diameter smooth cylinder is built in the spillway (to dissipate energy or support a structure above). What is the drag force on the smooth cylinder? Drag coefficient is on the next page. (6 points) D-Im c) If an obstruction downstream...
QUESTION 7 a. A spillway is designed to control the overflow from a dam as shown in the figure below. The flow rate from the dam over the spillway is 2.9m's-1 per metre of width of the spillway. A hydraulic jump occurs downstream of the spillway. What will be the depth of the fluid y, downstream of the hydraulic jump? Assume that energy losses over the spillway can be neglected. 8 marks 5 m b. A sluice gate is fitted...
Question 3 A chute spillway is placed across a 0.4m wide channel with 100 L/s discharge which creates 0.25 m and 0.05m upstream and downstream depths respectively. At what height hA should the top of a broad crested weir (C 1.60) be placed above the channel bottom, if a free jump is to be formed between the spillway and weir? (20 marks) 0.25m hA 0.05m
Question 3 A chute spillway is placed across a 0.4m wide channel with 100 L/s...
16.10 A sluice across a channel om wide discharges a stream 1.2 m deep. What will be the tow if the upstream depth is om? The conditions downstream cause an hydraulic jump to occur at a place where concrete blocks have been placed in the bed. What will be the force on the blocks if the downstream depth is 3.06 m? 171 3 ms 1196 KNI
water flows at a rate of 20 m3/s through a rectangular channel 4.0 m wide from a "steep slope" to a 'mild slope", creating a hydraulic jump. The upstream depth of flow is 1.20 m Find the following: (a) the downstream depth of flow, (b) the energy loss in the jump, anid (c) the upstream and downstream velocities 2)
3. (20%) Water of 15°C temperature is pumped at a rate of 0.01 m/s through the 800-m long and 10-cm diameter drawn tubing from the upstream reservoir at an elevation of 10 m to the downstream reservoir at an elevation of 30 m. The pump is located at an elevation of 10 m below the datum and at a distance of 350 m from the upstream reservoir as shown. (a) Find the values of the Reynolds number and the friction...
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...
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