Water piping A circular pipe used to discharge water from one reservoir to another reservoir. The fluid is assumed to be viscous. Determine the flow rate and the pressure as A ( consider all head losses).Diameter of the pipe D=6 cm, roughness heigh of the pipe k=0,15cm, minor loss coefficients K1=0,5, K2=K3=K4+K5=1, K6=10, K7=1, kinematic viscosity of water =10^-6 m2/s (0)BOA(3) (A) (4)(1) (2)(5) (6) (7)L₁21 m L₁41 mL-1 mi2,5 mFigure 5. Schematic view of the installation0,5 m(8) A circular pipe used to discharge water from one reservoir (left, see Figure 5) to anotherreservoir (right). The fluid is assumed to be viscous. Determine the flow rate and the pressureat A (consider all head losses)Diameter of the pipe D = 6 cm; roughness heigh of the pipe k=0,15 cm ; minor loss coefficientsK₁ = 0,5; K2 K3 = K4 = K5 = 1; K6 = 10; K7 = 1; kinematic viscosity of water 10€ m²/s

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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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Water piping

A circular pipe used to discharge water from one reservoir to another reservoir. The fluid is assumed to be viscous. Determine the flow rate and the pressure as A ( consider all head losses).

Diameter of the pipe D=6 cm, roughness heigh of the pipe k=0,15cm, minor loss coefficients K1=0,5, K2=K3=K4+K5=1, K6=10, K7=1, kinematic viscosity of water =10^-6 m2/s

(0)
BOA
(3) (A) (4)
(1) (2)
(5) (6) (7)
L₁21 m L₁41 mL-1 mi
2,5 m
Figure 5. Schematic view of the installation
0,5 m
(8)

A circular pipe used to discharge water from one reservoir (left, see Figure 5) to another
reservoir (right). The fluid is assumed to be viscous. Determine the flow rate and the pressure
at A (consider all head losses)
Diameter of the pipe D = 6 cm; roughness heigh of the pipe k=0,15 cm ; minor loss coefficients
K₁ = 0,5; K2 K3 = K4 = K5 = 1; K6 = 10; K7 = 1; kinematic viscosity of water 10€ m²/s

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