2.2 m/min The figure represents a simplified pipe 306 mm Inflow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min • The water enters the system at node A. 250 mm 1100 m 0.5 m/min Pipe diameters and lengths are shown on the 8 200 mm 500 m 2.0 figure. 200 mm E 500 m '1.5 mimin • Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw = 100. Carry out calculations until the 305 mm G. 1100 m corrections are less then 0.2 m/min. 2.3 m/min 14 m/min 1250m w000 405 mm 1250m w 009 ww 00z
2.2 m/min The figure represents a simplified pipe 306 mm Inflow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min • The water enters the system at node A. 250 mm 1100 m 0.5 m/min Pipe diameters and lengths are shown on the 8 200 mm 500 m 2.0 figure. 200 mm E 500 m '1.5 mimin • Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw = 100. Carry out calculations until the 305 mm G. 1100 m corrections are less then 0.2 m/min. 2.3 m/min 14 m/min 1250m w000 405 mm 1250m w 009 ww 00z
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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