Please solve Quickly Pipe in Series:Consider the two reservoirs show in below figure, connected by a single pipethat changes diameter over its length. The surface of the two reservoirs havea difference in level of 9m. The pipe has a diameter of 200mm for the first15m (from A to C) then a diameter of 250mm for the remaining 45m (fromC to B). Use f-0.01 for both pipesrediteians

As the pipes are in series, Discharge will not be changes . Here we need to determine Disharge (Q).…

Answered: Pipe in Series: Consider the two…

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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absolute roughness is o.03mm (for both sections), Determine the height H. Neglect local losses. Tip: Losses in pipes connected one after another (as in the figure) they add up 2. Consider the system shown. If the flow is Q = 220 lts / s and the H L=500 m D=45 cm L=800 m D=30 cm
The pressure at point 2 shown in Figure is not to fall below 4.14 Bar when the flowrate from the tank is 0.028 m^3/ sec. Determine the minimum height, h, of the water tank under the assumption that (a) minor losses are negligible, (b) minor losses are not negligible. 3 m Figure No.3 Kentrance = 0.5 h The pipe is plastic of 15 cm diameter and (e/D=D0) 1.8 m (2) Main line 450 m with 15 elbows of 90 degree
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
2. Consider the piping network shown. The pressure heads at points A and B are 80m and 52m, respectively. If the Hazen- Williams Coefficient for all pipes is 110, calculate the flowrate in each pipe. 1 A B 3 2 L₁ = 3000m L2 = 2600m L3 1300m D₁ = 300mm D₂ = 250mm D3 = 200mm
Three pipes of 400 mm, 350 mm and 300 mm diameter are connected in series between two reservoirs with a difference in level of 12 m. The friction factors are 0.024, 0.021 and 0.019 respectively. The lengths are 200 m, 300 m and 250 m respectively. Which of the following statements is TRUE. *The discharge in pipe 1, 2 and 3 are equal.*The head loss in pipes 1, 2 and 3 are equal.*The total head loss is negligible.*The largest pipe will have the largest head loss The flow in m^3/s in PIPE 3 is nearest to... *0.04*0.2*0.3*0.1 What is the head loss in meters in pipe 3? *6.474 m*15.458 m*2.785 m*7.755 m Determine the length of an equivalent 350mm diameter pipe. *906.123 m*1545.812 m*417.236 m*402.582 m Please answer with complete and detailed solutions. thank you. ASAP
Show the necessary figures (if applicable) 2.3) A pipe discharges 142 lps of water into a reservoir at a point 1.85 m below the water surface. At point A the diameter is 25.4 cm and the center of the pipe is 1.25 m above the water surface. At the discharge end the pipe is 30.5 cm.If the head loss from A to the reservoir is 0.7 m, determine the pressure in A.
29 REVIEW INNOVATIONS 2. A pipe 977 m long branches into 3 pipes at junction A. The three pipes span 1046 m, 885 m, and 796 m. They come together at junction B and continue as a single pipe for 1224 m. All pipes are 300 mm in size except the shortest one which is 250 mm. The pressure drop between the junctions is 260 kPa. Friction factor "f" can be assumed 0.02 in the entire system. Calculate the rates of flow in the branching pipes.
2. The pipe network shown has the following properties: Lı=500m, Dı= 250mm; L2=600m, D2=150mm; L3=670m; L=800m, D=300mm. The flow in line 1 is 0.06m/s and the total head lost from A to D is 9 meters. Assume Ci=120 for all pipes. Pipe 2 Pipe 1 Pipe 4 Pipe 3 a. What is the head lost in pipe 2 in meters? b. What is the flow in pipe 2? c. What is the diameter in pipe 3?
1. Water flows through Pipe A and into parallel pipes 1,2 and 3, and out through Pipe B. The properties of the pipes are listed as follows: Pipe Length (m) Diameter (cm) 30 Friction Coefficient, f A 1 300 10 0.020 240 600 2 15 0.018 3 20 0.017 В 30 The upstream junction (near A) has an elevation of 90m with a pressure of 205 KPa; the downstream junction is at elevation 30 m. If the average velocity in Pipe A is 3.0 m/s, find the pressure at the downstream junctions and rate of flow in each pipe. Also, draw the pipe system.
A pitot-static tube placed in the centre of a 300 mm pipe line has one orifice point- ing upstream and other perpendicular to it. The mean velocity in the pipe is 0.80 of the central velocity. Find the discharge through the pipe if the pressure difference between the two orifices is 60 mm of water. Take the co-efficient of pitot tube as C = 0.98.
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 XX: In the figure shown, z, = 4 m, length of pipe from the reservoir to the pump is 120 %3D m, from the pump to the nozzle is 1000 m. The diameters of pipes are 0.60 and 0.45 m respectively. The gage pressure at B (the suction side of the pump) is -64 KPa. Neglect minor losses. В C P. 0.45 m diam. LCD = 1000 m %3D Zp = 4 m f = 0.02 0.60 m diam. LAB = 120 m f = 0.02 %3D 52. Compute the velocity of water in pipe AB. a. 2.297 m/s b. 1.452 m/s c. 3.147 m/s d. 2.672 m/s 53. Compute the velocity of water in pipe CD. a. 1.23 m/s b. 4.08 m/s c. 3.56 m/s d. 5.59 m/s 54. Compute the discharge of the pipe from A to B due to pumping. a. 0.65 m3/s b. 0.45 m3/s c. 0.89 m³/s d. 0.25 m3/s 60 m, f= 0.02 m and loss of head ith

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