Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
A 1 m diameter new cast iron pipe 800 m long and has a head loss of 1.11 m Find the discharge in Lit:sec if C=130
Choices
A. 3104.34
B. 3010.43
C. 1031.43
D. 1300.41
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- 1. Water is flowing at the rate of 300 lit/sec from A to E as shown. Compute the flow in each pipe in m/s. Assume f= 0.025 for all pipes. 1500m-300mm 300m-450mm 600m-250mm 600m-300mm 400m-450mm 600m-200mmarrow_forward(67) The water tank shown is filled by pumping water from the well where the water level is located 9 feet below the elevation of the pump. The head added by the pump at a flow rate of 200 gpm is 27 feet. The efficiency of the pump is 85%. The pump power (hp) is most nearly: A. 1.0 В. 1.5 C. 2.0 Tank D. 2.5 15 ft. Pump 9 ft. Wellarrow_forwardSITUATION Water is being discharged (Q = 280 lit/s) from a reservoir through a turbine as shown. Assume C=120 for all pipes. L-50m D-300 mm L-20m D-600 mm EL. 50 m Compute the total head loss due to friction. c. 0.04 m d. 4.39 m 7. a. 2.25 m b. 2.57 m Compute the energy exerted by the turbine to generate 56 kilowatts of power. 8. c. 98.10 m d. 2.56 m a. 20.39 m b. 72.96 m Compute the elevation of the water surface in the reservoir A that would be required for the turbine to generate 56 kilowatts of power. 9. c. 98.10 m a. 20.39 m b. 72.95 m d. 2.56 m 2.872 m c. 2.278 m d. 2.827 m a. b. 2.728 marrow_forward
- Q6: What is the flow rate that flow through the main pipe that contain water? •D = 300 mm Ans: Q=0.5655 m/sec EL=23m D = 120 mm 100 mm Hgarrow_forwardQ3/ Three opening of head regulator with 2 m each. The head between US and DS equals to 1.75 m. and the vertical opening of the gates is 2.5 m. if the water in the DS decreases by 0.25 m. Use cd as 0.62 and find the following: a- the vertical gate opening required to maintain the same amount of the discharge if the water level in the D/S decreases by 0.25 m b- the vertical gate opening required to maintain the same amount of the discharge if the water level in the U/S and D/S rise by 0.5 marrow_forward1. A75mm x 37.5mm Venturi meter installed in a 75mm pipe to measure the flow of oil (s.g = 0.850. A differential gage connected with inlet and throat contains water in the lower part of the tube. The remainder of the tube is filled with oil. The difference in height of the water column in the two legs of the tube is 560mm. If the coefficient of meter is 0.97. Compute the discharge. Fig. 75mmo 37.5mmo oil 560mm waterarrow_forward
- Two point churges are located as follows: charge Q = 18.0 gC is at (-5.00, 2,00) m and charge ge- - 15,0 HEIS at (6.00, 45.00) m.a. Sketch directions and name the arrows representing the two electric fields at the position (6.00, 2.00) m due to the two point - chargesb. Determine the magnitude and polar angle of the resultant electric field at (6,00, 2.00) m.arrow_forwardProblem 9 -37 Find the thrust developed when water is pumped through a 300-mm-diameter pipe in the bow of a boat at 2 m/s and emitted through a 200-mm-diameter pipe in the stern. Ans: 354 Narrow_forward
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