Need urgent help on these questions regarding Fluid Mechanics. QUESTION9 A trapezoidal channel that has a bottom wi...
Need urgent help on these questions regarding Fluid Mechanics. QUESTION 7 A rough concrete n oa, 1.5 ft. O b.2.0 ft. O c 2.5 ft О 0.3.0 ft. O e.3.5t 0 016 rectangular channel that has a bottom width of 3 0 feet and bottom slope of 1.0%. Calculate the normal depth for a flow of 100 ct QUESTION A triangular channel that has side slopes 5:1 (HV) and bottom slope of 225%. Calculate the Froude Number for a flow...
Need urgent help on these questions regarding Fluid Mechanics, side slope in second question is 6.1 A rectangular concrete (n-O O 13) channel has a bottom width of 2 feet & O a-6.44 cfs O b.11.6 cfs O c 17.3 cfs O d. 22.9 cfs O e 30.2 cfs bed slope of 0.2%. The depth of flow n i-fot what it the flow rate? QUESTION 4 Calculate the flow in a trapezoidal channel that has a bottom width of 10-feet,...
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...
Determine the critical depth of a trapezoidal channel with a bottom width of 7 feet and side slopes of 2:1 (H:V). Water flows through the channel at 25 ft/s. Please explain how to do the question.
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...
#4 [5 points] A trapezoidal channel of bottom width 25 ft and side slope 1:2.5 carries a discharge of 450 cfs with a normal depth of 3.5 ft. The elevations at the beginning and end of the channel are 685 and 650 ft., respectively. Determine the length of the channel if n = 0.02. #5 [5 points] Water is flowing at a rate of 4.5 m3/s in a trapezoidal channel whose bottom width is 2.4 m and side slopes are...
Urgent help please QUESTION 15 A trapezoidal channel (n=0.023) has a 2-foot wide base, slide slopes of 1:1, bed slope of 0.45% and conveys 300 CFS. What is the normal depth? 2.3.72 feet 6.2.38 feet 5.38 feet d. 0.92 feet
A trapezoidal channel has a bottom width, b, of 10.0 m and a side slope ratio of 3:1. The Manning’s n of the channel is 0.025, and it is laid on a slope of 0.001. If the water depth is 2 m at the downstream end, write and submit an R script to compute the water surface profile for a discharge of 30 m3 /s. Also submit a plot of the water profile in elevation (m) for 1000 m channel...
A grouted-riprap, trapezoidal channel (n=0.025) with a bottom width of 4 meters and side slopes of m=1 carries a discharge 12.5 m3/s on a 0.001 slope. a) Find depth of delta(L) using the standard step method b) Find delta(L) where y=yn (1.66m) using direct step method
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...