2. In a three-reservoir system, Res. A is at elev. 346m, res. B is at elev. 301m, and C is at elev. 241m. Pipe 1 connects A into the junction; pipe 2 connects B into the junction; and pipe 3 connects C into the junction. Q₁ = 0.20m³/sec. Compute the diameter of pipe 3. Pipe 1 2 3 Length(m) 600 3600 1200 Diameter(m) C 0.45 0.30 120 100 110

2. In a three-reservoir system, Res. A is at elev. 346m, res. B is at elev. 301m, and C is at elev. 241m. Pipe 1 connects A into the junction; pipe 2 connects B into the junction; and pipe 3 connects C into the junction. Q₁ = 0.20m³/sec. Compute the diameter of pipe 3. Pipe 1 2 3 Length(m) 600 3600 1200 Diameter(m) C 0.45 0.30 120 100 110

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

ELEV. = 75m %3D A ELEV. 40m в L = 1700m 2 L= 1900m D = 400mm f = 0.02 D = 500mm f = 0.025 ELEV. = 15m D L = 3500m D = 800mm f = 0.03 A three reservoir problem shown in the figure with their corresponding length and diameter. Determine the discharge in all pipes. Q1 = 0.346 m3/s, Q2 = 0.402 m3/s, Q3 = A 0.748 m3/s %3D В No answer among the choices Q1 = 0.327 m3/s, Q2 = 0.458 m3/s, Q3 = C 0.785 m3/s Q1 = 0.286 m3/s, Q2 = 0.519 m3/s, Q3 = %3D %3D 0.805 m3/s Q1 = 0.295 m3/s, Q2 = 0.413 m3/s, Q3 = E 0.708 m3/s %3D Q1 = 0.431 m3/s, Q2 = 0.295 m3/s, Q3 = F 0.726 m3/s
For the 4-reservoir shown, if elev. P' = 86.95m, find the discharge at the 150mm diameter pipe. Assume f=0.02 for all pipes. El. 50m El. 90m 450 m - 200 mm 600 600 m mm P El. 75m 300 m - 200 mm 900 m 150 mm El. 30m Vl
9.) Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P whose elevation is 366 m. reservoir A is at elevation 933 m and reservoir B is at elevation 844 m. the properties of each pipe are as follows: L1= 1500 m, D1= 600 mm, f1= 0.02; L2= 1000 m, D2= 450 mm, f2= 0.025; L3= 900 m, D3= 500 mm, f3= 0.018. A pressure gage at junction Preads 4950 kPa. What is the flow in pipe 3 in m3/s and the elevation of reservoir C. Subject: Fluid Mechanic Lesson: Conservation of Energy Fluid Flow in Pipes
SITUATION 2: Three reservoirs A, B, and C are connected respectively with pipes 1, 2, and 3 joining at a common junction P. Reservoir A is at elevation 80 m, reservoir B at elevation 70 m and reservoir C is at elevation 60 m. The properties of each pipe are as follows: Elev 80 ha hez Elev 70 B 4000 m- 250 mm f-0.018 he 3500 m f- 0.018 Elev 60 Pipe 1: L= 5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L= 3500 m 5000 m - 300 mm f= 0.018
ELEV. = 65m A ELEV. 32m L- 1500m 2 - 1400m D- 750mm Q= 1.2 m3/s D= 600mm ELEV. - ?? L= 1800m D= 450mm A three reservoir problem shown in the figure with their corresponding length and diameter. Assuming that each pipe has f= 0.02 and discharge at pipe 1 is 1.2 ma/s, determine the elevation of the surface of reservoir C No answer among the choices B 31.23 m 21.14 m 28.82 m 25.73 m F 18.96 m
Problem P64 Extending the previous problem. The same two pipes connect two reservoirs as shown on the figure. 100 m Ans: z = 79.337 m Pipe #1 L = 5000 m D 800 mm C = 120 Pipe #2 L = 3500 m D = 1500 mm C = 80 B Determine the elevation of the free surface in Tank B if the total discharge into Tank B is 5.00 m³/s. Adopt a non-iterative approach when solving this problem. Neglect all local losses
Situation 1: In the pipe system shown, the velocity of water in pipe A is 1 m/s. The friction factor f = 0.02 for all pipes. a. Determine the discharge in pipe B. b. Determine the velocity in pipe C. c. Determine the headloss in pipe E. d. Determine the difference in elevation of the two reservoirs. Water D A 300 m 200 mm D 300m 500 mm Diom 600m 300mm Diam 300m 300mm D B 800 m 300mm Diam E
Three pipes 1, 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose elvation is 366 m. Water levels at reservoir A and B are elevations 825 m and 716 m respectively. Useful properties of the pipe are given: for pipe 1, L= 300 m diameter+200 mm, f= 0.018; for pipe 2, L= 1200 diameter = 300 mm, f= 0.020 and for pipe 3, L = 1500 m diameter= 0.025. If the pressure at the jucntion of the pipe is 2730 kPa, find the elevation of water at reservoir C. Provide FBD and choose the right answer below a.462.07 m. b.544. 96 m. c.503.29 m. d.480.33 m.
Two tanks A and B have 80 m diffenence in water levels, and are connected by a pipe 0.3 m diameter and 8 km long with 0.002 friction coefficient. The pipe is tapped at its mid point to leak out 35 1/s flow rate. Determine the leaving tank А? discharge Find the discharge entering tank B? Coefficient (Tank Exit) = 0.5 %3D Coefficient (Tank Entry) = 1 %3D ha %3D A he 80 m Q1
Three pipes 1, 2 and 3 from three reservoirs A,B and C, respectively, meet at a junction whose elvation is 366 m. Water levels at reservoir A and B are elevations 825 m and 716 m respectively. Useful properties of the pipe are given: for pipe 1, L- 300 m diameter+ 200mm f= 0.018; for pipe 2, L= 1200 diameter = 300 mm, f=0.020 and for pipe 3, L = 1500 m diameter= 0.025. If the pressure at the jucntion of the pipe is 2730 kPa, find the elevation of water at reservoir C. a. 462.07 m. b. 480.33 m. C.544.96 m. d. 503.29 m.
Situation 3: Three reservoirs A, B and C are connected respectively with pipes 1, 2 and 3 joining at a common junction P. Reservoir A is at elevation 80m, reservoir B at 70m and C is at 60m. Assume f=0.018 for all pipes. Pipe 1: L-5000 m, D = 300 mm Pipe 2: L= 4000 m, D = 250 mm Pipe 3: L=3500 m EL 80m A EL 70m Qı=0.045 CMS Q2 El. 60m 12. Determine the flow in pipe 2. 13. Determine the flow in pipe 3. 14. Determine the diameter of pipe 3.
he water surface in reservoir A is 6m. higher than that in reservoir B. A 150-mm diameter pipe 270-m long leads from A to a point here it connects with a 100-mm diameter pipe 150-m long, leading from B, both discharges into a 200-mm diameter pipe discharges 40 liters/sec, find the difference in elevation between the end where it discharges into the air and the water surface in reservoir A. Use n = 0.011 for all pipes.