Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Three new cast-iron pipes connected in series have diameters of 30 cm, 25 cm, and 20 cm, each being 100 m long. The largest pipe leads from a reservoir and the smallest discharges into the air. Determine the total head loss when the discharge is 200 liters per second. What must be the elevation of the outlet end of the pipe with respect to the water surface elevation in the reservoir? n for Manning’s equation is 0.013 and the minor head loss due to contraction is 35% of the velocity head on the pipe after the change in cross in the direction of flow. Draw the approximate EGL and HGL.
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- 2.38. Reservoirs A, B, and C are connected as shown in Figure 2.28. The water elevations in reservoirs A, B, and C are 100 m, 80 m, and 60 m, respectively. The three pipes connecting the reservoirs meet at the junction J, with pipe AJ being 900 m long, BJ 800 m long, CJ 700 m long, and the diameter of all pipes equal to 850 mm. If all pipes are made of ductile iron and the water temperature is 20°C, find the flow into or out of each reservoir. Elev. 100 m Elev. 80 m A LAJ = 900 m LBJ = 800 m Elev. 60 m Ljc = 700 m FIGURE 2.28: Connected reservoirsarrow_forwardThree new cast-iron pipes connected in series have diameters of 30 cm, 25 cm, and 20 cm, each being 200 m long. The largest pipe leads from a reservoir and the smallest discharges into the air. Determine the total head loss when the discharge is 100 liters per second. What must be the elevation of the outlet end of the pipe with respect to the water surface elevation in the reservoir? n for Manning’s equation is 0.011 and the minor head loss due to contraction is 30% of the velocity head on the pipe after the change in cross in the direction of flow. Draw the approximate EGL and HGL.arrow_forwardOil (SG = 0.8, y = 0.010 Pa-s) flows through a 10-cm smooth pipe (length: 100 m) at a discharge of 0.010 m³/s, what is most approximately the head loss? O 7.21 m O 5.23 m O 1.28 m O 2.55 marrow_forward
- 2. Given H = 1.8 m & D = 0.2 m through the hole in the open top container. Determine the head losses through the tank outlet if the exit discharge were 0.163 m³/sec. H Darrow_forwardThe total discharge in the system below is 15.5 cfs and the head loss from B to C is 24 ft. Using n = 0.011 for all pipes, determine the following: a. head loss hl1 (ft) in pipe 1, and b. head loss his (ft) in pipe 5. 2000 ft 12 in 3000 ft 1500 ft 4000 ft 30 in 10 in 24 in А В D 2500 ft 4 15 inarrow_forwardplease answer the problem asap, tyarrow_forward
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