Homework Answers
NOTE: As per given figure condition critical depth of flow will be 0.203m and corresponding flow rate per unit width will be 0.286 cubic meter per sec per meter.
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Q2. When the depth of water just upstream of broad-crested weir with the 0.6 m height...
A broad-crested weir 1.6 m in height is built across the floor of a 3.25-m-wide rectangular...
A broad-crested weir 1.6 m in height is built across the floor
of a 3.25-m-wide rectangular channel with the depth of water
upstream of the weir being 2.45 m. Neglect friction losses and the
upstream velocity head.
a) What is the discharge across the weir?
b) What is the water depth on top of the weir?
Problem 2 (10 Points) A broad-crested weir 1.6 m in height is built across the floor of a 3.25-m-wide rectangular channel with the depth...
The flow of water over the broad-crested weir is 18 m/s. The weir and the channel...
The flow of water over the broad-crested weir is 18 m/s. The weir and the channel have a width of 5 m. (Figure 1) Part A Determine the depth of water y within the channel. Take Cu = 0.80. Express your answer to three significant figures and include the appropriate units. НА ? Value Units Submit Request Answer Figure 1 of 1 > Provide Feedback Next > 1 m
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The...
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The channel bed upstream from the weir (to the left) is d -0.75m above the channel bed downstream from the weir (to the right), as shown in the figure below. The volume flow rate per unit width is Q 6m2 s-1, and the downstream depth of the water is ћ2-d. Take the magnitude of the acceleration due to gravity as g 10ms-2. d - 0.75...
Problem 12.85 < 8 of 8 | Review Water is passing over the broad-crested weir in...
Water is passing over the broad-crested weir in a channel having a width of 3.6 m. (Figure 1) Part A Determine the volumetric flow of water over the weir. Take Cw =0.87.
The flow of water over the broad-crested weir is 15 m3/s. The weir and the channel...
The flow of water over the broad-crested weir is 15 m3/s. The weir and the channel have a width of 5 m. (Figure 1) Part A Determine the depth of water y within the channel. Take Cw = 0.80. Express your answer to three significant figures and include the appropriate units. μΑ ? y = Value Units Submit Request Answer Figure < 1 of 1 < Return to Assignment Provide Feedback 1 m Water flows at 450 ft3/s over the...
A stream has a width of 30 m, depth of 3 m, and a mean velocity of 1.25 m's. authorities are plan...
A stream has a width of 30 m, depth of 3 m, and a mean velocity of 1.25 m's. authorities are planning to build a 1 m. a. Estimate the discharge (m/s) in the stream. b. Estimate the velocity of stream when the water level is c. How much head is generated when the water level is raised by 1 m? d. Determine if the weir has free or submerged discharge. 5. The stream sharp-crested weir to raise the water...
A stream has a width of 30 m, depth of 3 m, and a mean velocity...
A stream has a width of 30 m, depth of 3 m, and a mean velocity of 1.25 m's. authorities are planning to build a 1 m. a. Estimate the discharge (m/s) in the stream. b. Estimate the velocity of stream when the water level is c. How much head is generated when the water level is raised by 1 m? d. Determine if the weir has free or submerged discharge. 5. The stream sharp-crested weir to raise the water...
b. Data: y=1 m b= 5m S= 1/1000 n=0.02 Q-6.317 m^3/s V= 1.263 m/s c) At a point downstream of that in part (b) above, there is a weir, Az is 0.5 m in height. If the section properties of the channel r...
b. Data: y=1 m
b= 5m
S= 1/1000
n=0.02
Q-6.317 m^3/s
V= 1.263 m/s
c) At a point downstream of that in part (b) above, there is a weir, Az is 0.5 m in height. If the section properties of the channel remains the same as in part (b), determine yı the depth of flow just before the weir. Assume negligible headloss across the weir and critical flow occurs over the weir. (yı lies between 1.2 1.3 m) (8 Marks)...
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 from one large reservoir to another via a pipeline which is 0.9 m in...
Water flows from one large reservoir to another via a pipeline which is 0.9 m in diameter, 15km long, and for which f-0.04. The difference in height between the water surface levels in the two reservoirs is 50m. (a) Ignoring the minor losses in the pipeline, calculate the flow rate between the two reservoirs. (b) Assuming that the pipeline entrance and exit are sharp and that the minor losses are as in Table 1, calculate the discharge now. What is...
A broad-crested weir 1.6 m in height is built across the floor
of a 3.25-m-wide rectangular channel with the depth of water
upstream of the weir being 2.45 m. Neglect friction losses and the
upstream velocity head.
a) What is the discharge across the weir?
b) What is the water depth on top of the weir?
Problem 2 (10 Points) A broad-crested weir 1.6 m in height is built across the floor of a 3.25-m-wide rectangular channel with the depth...
The flow of water over the broad-crested weir is 18 m/s. The weir and the channel have a width of 5 m. (Figure 1) Part A Determine the depth of water y within the channel. Take Cu = 0.80. Express your answer to three significant figures and include the appropriate units. НА ? Value Units Submit Request Answer Figure 1 of 1 > Provide Feedback Next > 1 m
Water flows steadily along a horizontal open channel of uniform width, over a broad-crested weir. The channel bed upstream from the weir (to the left) is d -0.75m above the channel bed downstream from the weir (to the right), as shown in the figure below. The volume flow rate per unit width is Q 6m2 s-1, and the downstream depth of the water is ћ2-d. Take the magnitude of the acceleration due to gravity as g 10ms-2. d - 0.75...
The flow of water over the broad-crested weir is 15 m3/s. The weir and the channel have a width of 5 m. (Figure 1) Part A Determine the depth of water y within the channel. Take Cw = 0.80. Express your answer to three significant figures and include the appropriate units. μΑ ? y = Value Units Submit Request Answer Figure < 1 of 1 < Return to Assignment Provide Feedback 1 m Water flows at 450 ft3/s over the...
A stream has a width of 30 m, depth of 3 m, and a mean velocity of 1.25 m's. authorities are planning to build a 1 m. a. Estimate the discharge (m/s) in the stream. b. Estimate the velocity of stream when the water level is c. How much head is generated when the water level is raised by 1 m? d. Determine if the weir has free or submerged discharge. 5. The stream sharp-crested weir to raise the water...
A stream has a width of 30 m, depth of 3 m, and a mean velocity of 1.25 m's. authorities are planning to build a 1 m. a. Estimate the discharge (m/s) in the stream. b. Estimate the velocity of stream when the water level is c. How much head is generated when the water level is raised by 1 m? d. Determine if the weir has free or submerged discharge. 5. The stream sharp-crested weir to raise the water...
b. Data: y=1 m
b= 5m
S= 1/1000
n=0.02
Q-6.317 m^3/s
V= 1.263 m/s
c) At a point downstream of that in part (b) above, there is a weir, Az is 0.5 m in height. If the section properties of the channel remains the same as in part (b), determine yı the depth of flow just before the weir. Assume negligible headloss across the weir and critical flow occurs over the weir. (yı lies between 1.2 1.3 m) (8 Marks)...
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 from one large reservoir to another via a pipeline which is 0.9 m in diameter, 15km long, and for which f-0.04. The difference in height between the water surface levels in the two reservoirs is 50m. (a) Ignoring the minor losses in the pipeline, calculate the flow rate between the two reservoirs. (b) Assuming that the pipeline entrance and exit are sharp and that the minor losses are as in Table 1, calculate the discharge now. What is...
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