Air flows through a Venturi channel with a rectangular cross section. The width of the channel is 0.08m ; the height at point (1) and the exit are 0.04 m. The height at the throat is 0.02 m.
What is the flow rate (Q) at the venturi tube?
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Air flows through a Venturi channel with a rectangular cross
section. The width of the channel...
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?
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 =
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of...
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of the channel is 0.001 and the Manning roughness coefficient is equal to 0.035. If the depth of flow at a selected section is 2 m, calculate the upstream depth at 500 m from the selected section using the standard step method
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...
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The...
In a rectangular channel, water flows at a flow rate of 15 m3 / s. The width of the canal is 4.0 m and the water depth is 2.5 m. Without causing the water in the blast to swell: a) If the channel is narrowed without raising the channel base, what is the minimum value that the base width can take? b) Find the maximum threshold height that can be placed on the base without changing the channel width. c)...
Water flows at 10.8(103) t/min through a rectangular channel having a width of 6 ft (Figure 1)
Water flows at 10.8(103) t/min through a rectangular channel having a width of 6 ft (Figure 1) Part A Determine the critical depth of the flow. Part C What is the necessary increase in elevation h of the channel bed to create the depth yB = 4.05 ft?
Water (ρ-1000 kg/m3) flows in a rectangular channel over the 1 m drop. If the width...
Water (ρ-1000 kg/m3) flows in a rectangular channel over the 1 m drop. If the width of the channel is 1.5 m, determine the volumetric flow rate in the channel. Assume water is an ideal fluid. 0.5 m 1 m 2 m Figure 3
3. Water flows in a rectangular channel of width, w. In some cases, the water may...
3. Water flows in a rectangular channel of width, w. In some cases, the water may suddenly increase in elevation as shown in the figure (from h to ha) through a highly disturbed region called a hydraulic jump. Assume the velocity is uniform at stations 1 and 2, and assume the pressures are distributed hydrostatically. Neglect friction on the channel bottom and sides. Hydraulic jump V2 Figure for problem 3. (a) Discuss the assumptions made in the problem statement. How...
Water flows in a rectangular channel of width b = 10 m that has Water flows in a rectangular channel of width b = 10 m that has a a Manning coefficient of n = 0.025. Plot a graph of Manning coefficient of n = 0.025. Plot a graph of flowrate flowrate, Q,
Water flows in a rectangular channel of width b = 10 m that has Water flows in a rectangular channel of width b = 10 m that has a a Manning coefficient of n = 0.025. Plot a graph of Manning coefficient of n = 0.025. Plot a graph of flowrate flowrate, Q, as a , Q, as a function of slope S function of slope S0 0, indicating lines of constant depth and lines of , indicating lines of...
A rectangular channel with slope So = 0.005, n = 0.015. The width is b =...
A rectangular channel with slope So = 0.005, n = 0.015. The width is b = 4.0 m and discharge in the channel is Q = 12.0 m/s. If the water depth at a given section along the channel is y: = 0.92 m, determine the distance from the section where the flow depth reaches the normal depth (14 marks). Explain your solution, showing your results in a clearly labelled sketch (6 marks).
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 =
Water flows at 11 m3/s in a rectangular channel of width 5 m. The slope of the channel is 0.001 and the Manning roughness coefficient is equal to 0.035. If the depth of flow at a selected section is 2 m, calculate the upstream depth at 500 m from the selected section using the standard step method
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...
Water (ρ-1000 kg/m3) flows in a rectangular channel over the 1 m drop. If the width of the channel is 1.5 m, determine the volumetric flow rate in the channel. Assume water is an ideal fluid. 0.5 m 1 m 2 m Figure 3
3. Water flows in a rectangular channel of width, w. In some cases, the water may suddenly increase in elevation as shown in the figure (from h to ha) through a highly disturbed region called a hydraulic jump. Assume the velocity is uniform at stations 1 and 2, and assume the pressures are distributed hydrostatically. Neglect friction on the channel bottom and sides. Hydraulic jump V2 Figure for problem 3. (a) Discuss the assumptions made in the problem statement. How...
A rectangular channel with slope So = 0.005, n = 0.015. The width is b = 4.0 m and discharge in the channel is Q = 12.0 m/s. If the water depth at a given section along the channel is y: = 0.92 m, determine the distance from the section where the flow depth reaches the normal depth (14 marks). Explain your solution, showing your results in a clearly labelled sketch (6 marks).
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