Answered: A 1 m diameter new cast iron pipe 800 m…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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water is flowing through a 35cm diameter welded steel pipe (f=0.014) of length 2300m that drains a reservoir under a head of 50m. the pipe has a thickness of 9mm. if the valve at the end of the pipe is closed in 9s. approximately what water-hammer a. 1.667MPa b. 1.567 MPa c. 1.467 MPa d. 1.367Mpa
The pipes in a portion of a water Works system as shown consist of the following: Section AB -5,000 ft. of 8 in. diameter BC - 2,000 ft. of 6 in. diameter CD - 1,000 ft. of 8 in. diameter BE - 2,000 ft. of 8 in. diameter EC - 1,500 ft. of 7 in. diameter If the total loss of head due to friction from A to D is 12.6 ft., what is the discharge in Section CD in cfs? Use the Darcy Weisbach formula with f = 0.02. round your answers in 3 decimal places
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-200mm
Homework 4- A pumped water transmission line is shown in figure below. For all pipes diameter is 400mm f=0.02 Length of pipes AB, BC and BD are 1000m, 2000m and 2000m, respectively. Compute the flow rates in pipes AB, BC and BD. 1) the pump is not in operation and 2) the pump is in operation. Q (It/s) Нр (m) 100 200 300 400 500 50 48 45 41 36 30 210m 205m 200m 190m D Pump B А
(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. Well
SITUATION 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 m
subject: hydraulics engineering
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 Hg
Q1) Find The magnitude and direction of The Rorce exerted on The Blade shown bulowby aget, iE The slope angle (0= 120),The velocity V=Vz= 30m/sec, and The discharge (loLIsec)? Blade des Fx Fy
Find the Q1, Q2 and Q3
... 300 mmg 100 mmø H20, 500mm EHgC(13-6) A 100mm diameter venturi meter is installed in a 300mm diameter horizontal main pipe as shown. If the deflection of mercury (SG = 13.6) at the manometer reads 500mm, determine the discharge in the system assuming no head loss. (A) No Answer among the choices (B) 94.12 L/s 82.44 L/s 77.36 L/s (E) 87.86 L/s
Marked out of 0.50 P Flag question The head of water over the center of an orifice of diameter 80 mm is 4.5 m. Find the theoretical velocity. Torricilli's T opening Select one: a. 360 mm/sec b. 0.939 cm/sec C. 939.63 cm/sec d. 88.29 m/sec

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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