river and channel please if you don't know the answer leave it for who knows since its very important do not copy anther sulution
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river and channel please if you don't know the answer leave it
for who knows since...
river and channel please if you don't know the answer leave it for who knows since...
river and channel please if you
don't know the answer leave it for who knows since its very
important do not copy anther sulution
3. A 6.5 ft wide rectangular channel conveys water with a flow rate of 170 ft3/s. The flow depth is 5.25 ft. Water encounters with a bump of height 4.0 inch in a part of the channel. Determine the changes in the flow surface due to this bump. Show the results on specific energy diagram.
CONSTRUCTION ENGINEERING please if you don't know the answer leave it for who knows since its ver...
CONSTRUCTION ENGINEERING
please if you don't know the answer leave it for who knows since
its very important do not copy anther sulution
a) What are the principal requirements that concrete formwork must satisfy? e) Describe common deficiencies in concrete construction.
a) What are the principal requirements that concrete formwork must satisfy?
e) Describe common deficiencies in concrete construction.
Q) An open channel of rectangular cross-section, with bottom width of 5 ft, contains water flowing...
Q) An open channel of rectangular cross-section, with bottom width of 5 ft, contains water flowing 3 ft deep. The bottom slope of the channel is 0.04 % and it is made of Gunite. Find the flow rate and the average flow velocity of the water. Q) What is the Chezy formula based on? What is the difference between the Manning and Chezy formulas?
Water flowing uniformly in a rectangular open channel has manning value of 0.017, bottom slope of...
Water flowing uniformly in a rectangular open channel has manning value of 0.017, bottom slope of 0.0001, flow rate of 2.4, water depth of 1.72. Find the channel width
can someone please explain how this question is solved with clear working out. 1a) Using the...
can someone please explain how this question is solved with
clear working out.
1a) Using the energy diagram explain the Standard Step method and how this method is used to,calculate water surface profiles in sub-critical flow. First begin by listing the variables whose values are normally known or given) Then using the energy diagram list the calculation method step by step. Explain the gradually varied flow assumption. 1b) A trapezoidal channel with a bottom width of 6 m, side batter...
#4 [5 points] A trapezoidal channel of bottom width 25 ft and side slope 1:2.5 carries...
#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...
and fill the table CONSTRUCTION ENGINEERING please if you don't know the answer leave it for...
and fill the table
CONSTRUCTION ENGINEERING
please if you don't know the answer leave it for who knows since
its very important do not copy anther sulution
Question 1. 35 Points Determine mass ordinate data for the given information in the table below. Assume shrinkage factor as 0.85 Station EndEnd Volume Volume StrippingStripping TotalTotal Adj Algebraic Mass cut (byc) il Area Area of Cut Cut Fill (bcy) (ccy) (sf) (sf) Col 2 Col 3 Col 4 105 0 79 of...
Answer and progress. Water flows at 4.3m/s in a rectangular channel of width 3 m and...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
please show all the steps thank you 2. Water flowing at the normal depth in a rectangular concrete channel that is 12 m wide encounters an obstruction, causing the water level to rise above the no...
please show all the steps
thank you
2. Water flowing at the normal depth in a rectangular concrete channel that is 12 m wide encounters an obstruction, causing the water level to rise above the normal depth at the obstruction and for some distance upstream. The water discharge is 126 m3/s, and the channel bottom slope is 0.00086. If the depth of water just upstream from the obstruction (yo) is 4.55 m, find the distance upstream to the point where...
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water...
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water surface profile (dy/dx) as function of Froude number and channel bottom slope in a channel transition assuming that over a short distance Ax, the energy losses can be neglected. b) Using the equation you have obtained, draw the water surface profile if flow is supercritical and if there is a downward step at the channel bed and show your results on the graph of...
river and channel please if you
don't know the answer leave it for who knows since its very
important do not copy anther sulution
3. A 6.5 ft wide rectangular channel conveys water with a flow rate of 170 ft3/s. The flow depth is 5.25 ft. Water encounters with a bump of height 4.0 inch in a part of the channel. Determine the changes in the flow surface due to this bump. Show the results on specific energy diagram.
CONSTRUCTION ENGINEERING
please if you don't know the answer leave it for who knows since
its very important do not copy anther sulution
a) What are the principal requirements that concrete formwork must satisfy? e) Describe common deficiencies in concrete construction.
a) What are the principal requirements that concrete formwork must satisfy?
e) Describe common deficiencies in concrete construction.
can someone please explain how this question is solved with
clear working out.
1a) Using the energy diagram explain the Standard Step method and how this method is used to,calculate water surface profiles in sub-critical flow. First begin by listing the variables whose values are normally known or given) Then using the energy diagram list the calculation method step by step. Explain the gradually varied flow assumption. 1b) A trapezoidal channel with a bottom width of 6 m, side batter...
#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...
and fill the table
CONSTRUCTION ENGINEERING
please if you don't know the answer leave it for who knows since
its very important do not copy anther sulution
Question 1. 35 Points Determine mass ordinate data for the given information in the table below. Assume shrinkage factor as 0.85 Station EndEnd Volume Volume StrippingStripping TotalTotal Adj Algebraic Mass cut (byc) il Area Area of Cut Cut Fill (bcy) (ccy) (sf) (sf) Col 2 Col 3 Col 4 105 0 79 of...
Answer and progress.
Water flows at 4.3m/s in a rectangular channel of width 3 m and depth of flow 1m. If the channel width is decreased by 0.75m and the bottom of the channel is raised by 0.25m, Find the followings: The discharge per unit width before the constriction q m3/s/m Discharge per unit width at the constriction q" = m/s/m Water depth of flow in the constriction y2 =
please show all the steps
thank you
2. Water flowing at the normal depth in a rectangular concrete channel that is 12 m wide encounters an obstruction, causing the water level to rise above the normal depth at the obstruction and for some distance upstream. The water discharge is 126 m3/s, and the channel bottom slope is 0.00086. If the depth of water just upstream from the obstruction (yo) is 4.55 m, find the distance upstream to the point where...
Q1) Consider a rectangular channel with a constant width b, a) Obtain the equation of water surface profile (dy/dx) as function of Froude number and channel bottom slope in a channel transition assuming that over a short distance Ax, the energy losses can be neglected. b) Using the equation you have obtained, draw the water surface profile if flow is supercritical and if there is a downward step at the channel bed and show your results on the graph of...
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