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Problem 1. Water flows between two reservoirs through a 4,000-ft pipeline constructed of ductile iron (f = 0.019) as shown below. The pipeline low point is 125.0 ft. a. Determine the flow between reservoirs when only an entrance loss (K = 0.5) and exit loss occur. b. Calculate the pressure at the midpoint with centerline elevation 125.0 ft. c. Draw the energy and hydraulic grade lines. 255.0 ft 8 inch 2000 ft - 8 inch -2000 ft 125.0 ft 140.0 ft

Problem 1. Water flows between two reservoirs through a 4,000-ft pipeline constructed of ductile iron (f = 0.019) as shown below. The pipeline low point is 125.0 ft. a. Determine the flow between reservoirs when only an entrance loss (K = 0.5) and exit loss occur. b. Calculate the pressure at the midpoint with centerline elevation 125.0 ft. c. Draw the energy and hydraulic grade lines. 255.0 ft 8 inch 2000 ft - 8 inch -2000 ft 125.0 ft 140.0 ft

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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Problem 1. Water flows between two reservoirs through a 4,000-ft pipeline constructed of ductile iron (f = 0.019) as shown below. The pipeline low point is 125.0 ft. a. Determine the flow between reservoirs when only an entrance loss (K = 0.5) and exit loss occur. b. Calculate the pressure at the midpoint with centerline elevation 125.0 ft. c. Draw the energy and hydraulic grade lines. 255.0 ft 8 inch 2000 ft - 8 inch -2000 ft 125.0 ft 140.0 ft
Transcribed Image Text:Problem 1. Water flows between two reservoirs through a 4,000-ft pipeline constructed of ductile iron (f = 0.019) as shown below. The pipeline low point is 125.0 ft. a. Determine the flow between reservoirs when only an entrance loss (K = 0.5) and exit loss occur. b. Calculate the pressure at the midpoint with centerline elevation 125.0 ft. c. Draw the energy and hydraulic grade lines. 255.0 ft 8 inch 2000 ft - 8 inch -2000 ft 125.0 ft 140.0 ft
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