A storm drain is lined with smooth concrete, has vertical walls and a width of 3.5 ft. If the water is 1.5 ft deep, and the elevation change over 500ft is 1.5 ft. what is the velocity and discharge of...
A storm drain is lined with smooth concrete, has vertical walls and a width of 3.5 ft. If the water is 1.5 ft deep, and the elevation change over 500ft is 1.5 ft. what is the velocity and discharge of the channel?
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A storm drain is lined with smooth concrete, has vertical walls and a width of 3.5 ft. If the water is 1.5 ft deep, and the elevation change over 500ft is 1.5 ft. what is the velocity and discharge of...
A concrete-lined (smooth) trapezoidal channel with a bottom width of 10 ft and side slope 2...
A concrete-lined (smooth) trapezoidal channel with a bottom width of 10 ft and side slope 2 horizontal to 1 vertical has a slope 0,002 and is designed for a discharge of 160 cts. Determine the water depth in the channel,
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...
A concrete-lined channel has a trapezoidal cross-section with a bottom width of 1.8 ft, side-slopes 1.5...
A concrete-lined channel has a trapezoidal cross-section with a bottom width of 1.8 ft, side-slopes 1.5 (defined as horizontal: vertical), n the water depth is 2.7 ft, determine: (25 points) 2. 0.018, and a bed slope of 0.002 ft/ft. If a. Critica I depth (yd. Note: Because you need a solver to solve this problem (and I do not require a solving calculator for this midterm), all you need to do is set-up an equation that is in terms of...
solve and show all work A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its...
solve and show all work
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its conveyance? Assume uniform flow conditions. Use n 0.013. 8. a. 15 m3/s b. 25 m3/s 35 m3/s 45 m3/s -. C. d.
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of...
14.13 (a) only Spreadsheet from HW 3: Manning: 1. Numerically solve for the normal depth using...
14.13 (a) only
Spreadsheet from HW 3:
Manning:
1. Numerically solve for the normal depth using either MS-Excel or Matlab. Hint: your spreadsheet for critical depth in HW3 is a good place to start. 14.13 The channel in Problem 14.7 is excavated in smooth rock to a bed slope of 0.2%. Deter- mine the (a) normal depth of flow, (b) critical slope, and (c) state of flow in the channel. 14.7 A trapezoidal channel has a bed width of 3.5...
A concrete-lined (smooth) trapezoidal channel with a bottom width of 10 ft and side slope 2 horizontal to 1 vertical has a slope 0,002 and is designed for a discharge of 160 cts. Determine the water depth in the channel,
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...
A concrete-lined channel has a trapezoidal cross-section with a bottom width of 1.8 ft, side-slopes 1.5 (defined as horizontal: vertical), n the water depth is 2.7 ft, determine: (25 points) 2. 0.018, and a bed slope of 0.002 ft/ft. If a. Critica I depth (yd. Note: Because you need a solver to solve this problem (and I do not require a solving calculator for this midterm), all you need to do is set-up an equation that is in terms of...
solve and show all work
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of 3 meters. If the channel is flowing full, what is its conveyance? Assume uniform flow conditions. Use n 0.013. 8. a. 15 m3/s b. 25 m3/s 35 m3/s 45 m3/s -. C. d.
A small, concrete, rectangular storm water channel has a uniform slope equal to 0.001, width of 5 meters and depth of...
14.13 (a) only
Spreadsheet from HW 3:
Manning:
1. Numerically solve for the normal depth using either MS-Excel or Matlab. Hint: your spreadsheet for critical depth in HW3 is a good place to start. 14.13 The channel in Problem 14.7 is excavated in smooth rock to a bed slope of 0.2%. Deter- mine the (a) normal depth of flow, (b) critical slope, and (c) state of flow in the channel. 14.7 A trapezoidal channel has a bed width of 3.5...
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