Problem4 6-in. dia, 500 ft8-in. dia, 1000 ft12-in. dia, 2000 ftElevation 920 ft4-in. dia, 300 ftNew cast-iron pipe15.29 From reservoir A, water is supplied by a 100-cm-diameter, 3000-m-long pipe (f= 0.015).%3DAt point D it is divided into two branches. A 50-cm-diameter, 600-m-long pipe (f=0.024)connects to reservoir B while a 60-cm-diameter, 1200-m-long pipe (f = 0.02)connects toreservoir C. The surface elevations at A, B, C, and D are 30 m, 20 m, 10 m, and 25 m,respectively. Determine the flow in each pipe.692Distribution Systems Chapter 1515.30 In Figure 15.13, the elevations of reservoirs A and B and point D are 50 m, 40 m, and 30m respectively. The flow through reservoir A is 1 m'/s. Determine the flow into reservoirB and reservoir C and the elevation of reservoir C. The following are the pipeline data.PipeDiameter (m)Length (m)Friction factorAD0.83,0000.015DB0.61,5000.025DC0.51,0000.03015.31 In the network shown in Fig. P15.31, determine the (a) flows in the pipe, and (b) pressureheads at the nodes. C = 130,Vi.Do...08..Do...Do...WH...M..39°F Problem 4Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 inthe textbook as a guide. Make the following changes to the problem data (Show your work fully):PipeALength [m]Diameter [cm]Friction Factor, f35001500.017800800.0251500750.015For the irregular channel shown, determine: (a) the area of flow, A[m], (b) the wetted perimeter, P [m]. (c) the hydraulic radius, R[m],(d) the top width, T [m], (e) the hydraulic depth, D [m], and (f) theflowrate, Q (m1 if n = 0.013 and S (slope) = 0.003.3m10 m

Step: 1 Reservoir is large lake in a particular area, city where water is stored for various…

Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015

Problem 4 Solve Problem 15.29 in the textbook. This is a 3-reservoir problem. Draw a sketch of the 3-reservoir system using Figure 15.13 in the textbook as a guide. Make the following changes to the problem data (Show your work fully): Pipe A Length [m] Diameter [cm] Friction Factor, f 3500 150 0.017 800 80 0.025 1500 75 0.015

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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