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2. Find the normal depth for the 100-year-flood in the Magpie Creek Diversion Channel, which is...
Q4. Determine the normal depth (Using the Design Curves and the Trial and Error Methods) and...
Q4. Determine the normal depth (Using the Design Curves and the Trial and Error Methods) and critical depth (Using the Trial and Error Method) in a trapezoidal channel with a bottom width of 40 ft, side slopes of (3H:1V) and a bed slope of 0.002 ft/ft. The Manning's n is 0.025 and the discharge is 3000 cfs. (25 points).
4. (10 marks) Given a flow of 100 cfs in a rectangle channel with 6 ft....
4. (10 marks) Given a flow of 100 cfs in a rectangle channel with 6 ft. base, Manning roughness coefficient 0.01, and the slope is channel is 1.5%; what is the normal depth and velocity of flow and what is the critical depth and velocity of flow? Is the flow subcritical or supercritical and why (provide a graphical solution on an appropriate chart)?
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015....
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...
1) You are considering purchasing this home adjacent to a creek. The left floodplain ara has...
1) You are considering purchasing this home adjacent to a creek. The left floodplain ara has long grass, like a pasture The main channel is a clean and straight natural channel The right floodplain has heavy brush. The bottom slope is 0.002. The 100-year flood in the creek, which is the discharge that has a 1% chance of being exceeded in any year, is 350 cfs. 500 feet downstream there is a road crossing 12 feet above the bottom of...
Problem 1. For the trapezoidal channel cross section shown below, find the following geometric quantities in...
Problem 1. For the trapezoidal channel cross section shown below, find the following geometric quantities in terms of bottom width b, flow depth y, and side slope m. Provide the appropriate dimensions for each tem using the L-T-F (Length-Time-Force) system. For example, [b] L (a) Flow area, A (b) Wetted perimeter, P (c) Hydraulic radius, R (d) Top water surface width, T A (e) Hydraulic depth, D= T Problem 2. Write a function in Matlab that calculates each of the...
number 7 is what I'm asking about here's Macon Ga table data
number 7 is what I'm asking about
here's Macon Ga table data
dit View History Bookmarks People Window Help 19% E) Sat Mar 23 4:5 Invalid xESCPXWater Filel/Users/Steven/Downloads/ENVE%204435%20Fall%202016%20Exam%20%232%20Practice%20Problems%20[Post].pdf a You have been asked to design a culvert to handle the discharge for a 50-year storm on a 19-acre catchment in Macon, Georgia Neighborhoods constitute 60% of the land use with the remainder being open space lawns, average condition, with clay soils and average slope. The catchment is characterized hydraulically by...
Q4. Determine the normal depth (Using the Design Curves and the Trial and Error Methods) and critical depth (Using the Trial and Error Method) in a trapezoidal channel with a bottom width of 40 ft, side slopes of (3H:1V) and a bed slope of 0.002 ft/ft. The Manning's n is 0.025 and the discharge is 3000 cfs. (25 points).
4. (10 marks) Given a flow of 100 cfs in a rectangle channel with 6 ft. base, Manning roughness coefficient 0.01, and the slope is channel is 1.5%; what is the normal depth and velocity of flow and what is the critical depth and velocity of flow? Is the flow subcritical or supercritical and why (provide a graphical solution on an appropriate chart)?
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...
1) You are considering purchasing this home adjacent to a creek. The left floodplain ara has long grass, like a pasture The main channel is a clean and straight natural channel The right floodplain has heavy brush. The bottom slope is 0.002. The 100-year flood in the creek, which is the discharge that has a 1% chance of being exceeded in any year, is 350 cfs. 500 feet downstream there is a road crossing 12 feet above the bottom of...
Problem 1. For the trapezoidal channel cross section shown below, find the following geometric quantities in terms of bottom width b, flow depth y, and side slope m. Provide the appropriate dimensions for each tem using the L-T-F (Length-Time-Force) system. For example, [b] L (a) Flow area, A (b) Wetted perimeter, P (c) Hydraulic radius, R (d) Top water surface width, T A (e) Hydraulic depth, D= T Problem 2. Write a function in Matlab that calculates each of the...
number 7 is what I'm asking about
here's Macon Ga table data
dit View History Bookmarks People Window Help 19% E) Sat Mar 23 4:5 Invalid xESCPXWater Filel/Users/Steven/Downloads/ENVE%204435%20Fall%202016%20Exam%20%232%20Practice%20Problems%20[Post].pdf a You have been asked to design a culvert to handle the discharge for a 50-year storm on a 19-acre catchment in Macon, Georgia Neighborhoods constitute 60% of the land use with the remainder being open space lawns, average condition, with clay soils and average slope. The catchment is characterized hydraulically by...
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