Liquid is flowing from one reservoir to another reservoir as shown in Figure through 10 cm diameter wrought iron pipe with absolute roughness height 0.046 mm with the flow rate 0.04 m³/s, find the differences in elevation H of two reservoirs, consider all head losses. (Use attached Moody chart) (Nominal head loss coefficients for 4"dia. commercial pipe feetings: Kgate valve = 0.11 and K90°elbow = 0.64)

Liquid is flowing from one reservoir to another reservoir as shown in Figure through 10 cm diameter wrought iron pipe with absolute roughness height 0.046 mm with the flow rate 0.04 m³/s, find the differences in elevation H of two reservoirs, consider all head losses. (Use attached Moody chart) (Nominal head loss coefficients for 4"dia. commercial pipe feetings: Kgate valve = 0.11 and K90°elbow = 0.64)

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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Question

b) Liquid is flowing from one reservoir to another reservoir as shown in
Figure through 10 cm diameter wrought iron pipe with absolute
roughness height 0.046 mm with the flow rate 0.04 m³/s, find the
differences in elevation H of two reservoirs, consider all head losses.
(Use attached Moody chart)
(Nominal head loss coefficients for 4"dia. commercial pipe feetings:
Kgate valve = 0.11 and K90°elbow = 0.64)
Gate Valve (fuly open)
20 m
10 m
20 m
Slandard
elbows
10 am da. wrought kron plpe

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