A sewer pipe is needed to transport 19.3 cfs of water. At this design carrying capacity,...
A sewer pipe is needed to transport 19.3 cfs of water. At this design carrying capacity, the normal depth should be 75% of the diameter. For this design, use a slope of 0.001. What is the required sewer diameter, in ft.
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A sewer pipe is needed to transport 19.3 cfs of water. At this
design carrying capacity,...
A rectangular channel needs to be designed to carry a maximum carrying capacity of 300 cfs...
A rectangular channel needs to be designed to carry a maximum carrying capacity of 300 cfs flow. The channel base width should be 9 ft. The channel should be designed with a longitudinal slope of 0.005. Treat Manning’s n as 0.012. A free board of 3 ft is needed for a safe channel. Design the channel. (you need to decide how deep it should be)
An 8 ft. wide and 1000 ft. long prismatic rectangular channel is carrying a flow of 13 cfs
An 8 ft. wide and 1000 ft. long prismatic rectangular channel is carrying a flow of 13 cfs. The channel has a slope of 0.001 ft/ft and Manning's n is 0.035. The depth of water in the channel is 1.25 ft. a. Another engineer computed the normal depth in the channel to be 1.25 ft, which is the existing depth of flow. Check that computation to see if it correct (show all work) b. Compute the critical depth of flow in the...
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0....
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is not to exceed 15 f. Determine the riprap size, the side slopes, and the design depth of flow
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is...
5. If an 18" sanitary sewer pipe is flowing at 67% full, should the pr 6....
5. If an 18" sanitary sewer pipe is flowing at 67% full, should the pr 6. If a 2-inch cast iron pipe has a Reynolds number of 45,000, what is the friction factor? 7. Using the King's method, what is the flowrate, in cfs, for an 18-inch diameter concrete pipe with a 12" depth on a 1.8% slope? cimnli fr terms to determine the pu mp
Need urgent help on these questions regarding Fluid Mechanics QUESTION 1 A 10-inch PVC (n-0012) sewer pipe is laid...
Need urgent help on these questions regarding Fluid Mechanics
QUESTION 1 A 10-inch PVC (n-0012) sewer pipe is laid on a slope of 0.28%. Determine the capacity O a. 0.61 cfs O b.0.83 cfs O 1.26 cfs O d.1.81 cfs O e 3.11 cfs QUESTION 2 Calculate the Hydraulic Radius for a rectangular channel that has a bottom width B-3t flow of 2 feet a Manning's n value of 0 022, and bottom slope of İ%, and a depth of...
The sewer pipe, made of unfinished concrete, is required to carry water at 75 ft3/s when...
The sewer pipe, made of unfinished concrete, is required to carry water at 75 ft3/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. vec ft Submit Provide Feedback Ne Figure 1 of1
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when...
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. ΟΙ ΑΣφ It vec ? R= ft Submit Request Answer Figure 1 of 1 Provide Feedback R A flow of 7200 ft3/min passes under the sluice gate. At depth yo = 6.5 ft...
• The diameter of a pipe carrying water changes gradually from 6 in. at A to...
• The diameter of a pipe carrying water changes gradually from 6 in. at A to 18 in. at B. A is 15 ft. lower than B. What will be the difference in pressure, in psi, between A and B, when 6.2 cfs is flowing, loss of energy being neglected.
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when...
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. VAE IT vec ? Figure < 1 of 1 R = 2.53 ft Submit Previous Answers Request Answer R X Incorrect; Try Again; 4 attempts remaining Provide Feedback Water flows uniformly down the...
A 1-mile long 12-inch diameter asphalt dipped cast iron pipe (e = 0.00085 ft) conveys 60°F water at 3 cfs. Determine (a) friction factor f using the Moody Diagram, (b) f using the Colebrook equation,...
A 1-mile long 12-inch diameter asphalt dipped cast iron pipe (e
= 0.00085 ft) conveys 60°F water at 3 cfs. Determine (a) friction
factor f using the Moody Diagram, (b) f using the Colebrook
equation, (c) head loss over the 1 mile distance, (d) slope of the
EGL.
Problem 2 A 1-mile long 12-inch diameter asphalt dipped cast iron pipe (e = 0.00085 ft) conveys 60℉ water at 3 cfs Determine (a) friction factor fusing the Moody Diagram, (b) fusing...
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is not to exceed 15 f. Determine the riprap size, the side slopes, and the design depth of flow
4.17. Design a riprap-lined trapezoidal channel that has a capacity of 1000 cfs and a slope of 0.0005 ft/ft. Crushed rock is to be used and the channel bottom width is...
5. If an 18" sanitary sewer pipe is flowing at 67% full, should the pr 6. If a 2-inch cast iron pipe has a Reynolds number of 45,000, what is the friction factor? 7. Using the King's method, what is the flowrate, in cfs, for an 18-inch diameter concrete pipe with a 12" depth on a 1.8% slope? cimnli fr terms to determine the pu mp
Need urgent help on these questions regarding Fluid Mechanics
QUESTION 1 A 10-inch PVC (n-0012) sewer pipe is laid on a slope of 0.28%. Determine the capacity O a. 0.61 cfs O b.0.83 cfs O 1.26 cfs O d.1.81 cfs O e 3.11 cfs QUESTION 2 Calculate the Hydraulic Radius for a rectangular channel that has a bottom width B-3t flow of 2 feet a Manning's n value of 0 022, and bottom slope of İ%, and a depth of...
The sewer pipe, made of unfinished concrete, is required to carry water at 75 ft3/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. vec ft Submit Provide Feedback Ne Figure 1 of1
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. ΟΙ ΑΣφ It vec ? R= ft Submit Request Answer Figure 1 of 1 Provide Feedback R A flow of 7200 ft3/min passes under the sluice gate. At depth yo = 6.5 ft...
• The diameter of a pipe carrying water changes gradually from 6 in. at A to 18 in. at B. A is 15 ft. lower than B. What will be the difference in pressure, in psi, between A and B, when 6.2 cfs is flowing, loss of energy being neglected.
The sewer pipe, made of unfinished concrete, is required to carry water at 45 ft/s when it is half full. The downward slope of the pipe is 0.0015. (Figure 1) Part A Determine the required internal radius of the pipe. Express your answer using three significant figures. VAE IT vec ? Figure < 1 of 1 R = 2.53 ft Submit Previous Answers Request Answer R X Incorrect; Try Again; 4 attempts remaining Provide Feedback Water flows uniformly down the...
A 1-mile long 12-inch diameter asphalt dipped cast iron pipe (e
= 0.00085 ft) conveys 60°F water at 3 cfs. Determine (a) friction
factor f using the Moody Diagram, (b) f using the Colebrook
equation, (c) head loss over the 1 mile distance, (d) slope of the
EGL.
Problem 2 A 1-mile long 12-inch diameter asphalt dipped cast iron pipe (e = 0.00085 ft) conveys 60℉ water at 3 cfs Determine (a) friction factor fusing the Moody Diagram, (b) fusing...
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