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A- (IUITARRA! Water flows in a circular pipe which reduces in diameter from (500 mm) at point (A) to (300 mm) at point (B),Then the pipe split into two branches of diameters (250 mm) and (200mm) discharging at point (C)&(D) respectively.If the velocity at point (A) and (D) is (1 m/s). What is the discharging at point (C) and (D), and find the velocity at point (B) and (C)."see figure (5)". C A B d = 0.25 m d = 0.3 m d = 0.5 m Figure (5) D d = 0.2 m

A- (IUITARRA! Water flows in a circular pipe which reduces in diameter from (500 mm) at point (A) to (300 mm) at point (B),Then the pipe split into two branches of diameters (250 mm) and (200mm) discharging at point (C)&(D) respectively.If the velocity at point (A) and (D) is (1 m/s). What is the discharging at point (C) and (D), and find the velocity at point (B) and (C)."see figure (5)". C A B d = 0.25 m d = 0.3 m d = 0.5 m Figure (5) D d = 0.2 m

Structural Analysis
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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A- Urmares Water flows in a circular pipe which reduces in diameter from (500 mm) at point (A) to (300 mm) at point (B),Then the pipe split into two branches of diameters (250 mm) and (200mm) discharging at point (C)&(D) respectively.If the velocity at point (A) and (D) is (1 m/s). What is the discharging at point (C) and (D), and find the velocity at point (B) and (C)."see figure (5)". C A B d = 0.25 m d = 0.3 m d = 0.5 m Figure (5) D d = 0.2 m
Transcribed Image Text:A- Urmares Water flows in a circular pipe which reduces in diameter from (500 mm) at point (A) to (300 mm) at point (B),Then the pipe split into two branches of diameters (250 mm) and (200mm) discharging at point (C)&(D) respectively.If the velocity at point (A) and (D) is (1 m/s). What is the discharging at point (C) and (D), and find the velocity at point (B) and (C)."see figure (5)". C A B d = 0.25 m d = 0.3 m d = 0.5 m Figure (5) D d = 0.2 m
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