Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2 Q2)220Neglecting minor losses in the pipe,determine the flows in the pipes andthe pressure heads at the nodes(kinematic viscosity= 1.13x10-6m2/s)DataPipeABBCCDDEEFAFBELength (m)Diameter (mm)200600250600200600600200150100150150200100Roughness size of all pipes 0.06 mmPressure head elevation at A - 70 m o.d.Elevation of pipe nodesAB C D ENodeFElevation (m o.d.)302520202225

Discharge is the main quantity in any sector that is used to transfer fluid from one place to…

Answered: Neglecting minor losses in the pipe,…

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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Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2

Q2)
220
Neglecting minor losses in the pipe,
determine the flows in the pipes and
the pressure heads at the nodes
(kinematic viscosity= 1.13x10-6m2/s)
Data
Pipe
AB
BC
CD
DE
EF
AF
BE
Length (m)
Diameter (mm)
200
600
250
600
200
600
600
200
150
100
150
150
200
100
Roughness size of all pipes 0.06 mm
Pressure head elevation at A - 70 m o.d.
Elevation of pipe nodes
AB C D E
Node
F
Elevation (m o.d.)
30
25
20
20
22
25

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