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46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.

46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows: a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places. b. Determine the flow in Line 3 in L/s. Round off to two decimal places. c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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46. Situation 16 - The flow of water from Reservoir A shown is 600 L/s. Properties of the system are as follows:

a. Determine the water surface elevation, in meters, of reservoir B for the flow to be possible. Round off to two decimal places.

b. Determine the flow in Line 3 in L/s. Round off to two decimal places.

c. Determine the headloss, in meters, in Line 1. Round off to two decimal places.

 

 

Line Length (m) |Diameter (mm) Friction factor 1 1200 600 0.018 2 1100 400 0.015 3 1500 450 0.020 Reservoir Elevation (m) 200 B -- 178 A B Line Line 2 C Line 3
Transcribed Image Text:Line Length (m) |Diameter (mm) Friction factor 1 1200 600 0.018 2 1100 400 0.015 3 1500 450 0.020 Reservoir Elevation (m) 200 B -- 178 A B Line Line 2 C Line 3
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