A fluid with unit weight of 6.67 kN/m² flows, from a 0.3 m diameter pipe inside of which the pressure is 300 kPa, into a 0.15 m diameter pipe in which the pressure is 120 kPa. The pipes are horizontal. Viscous effects and all head losses are negligīble. Determine the volume flowrate, Q in m'/s. A clean, labeled sketch with hydraulic points of interest and any Datum shown Solution steps Note: Because V=Q/A, V « (1/ A); If A decreases, V increases, height of water in piezometer (h) decreases, thereby pressure (yh) decreases; All True only under Steady-State flow Conditions. %3D
A fluid with unit weight of 6.67 kN/m² flows, from a 0.3 m diameter pipe inside of which the pressure is 300 kPa, into a 0.15 m diameter pipe in which the pressure is 120 kPa. The pipes are horizontal. Viscous effects and all head losses are negligīble. Determine the volume flowrate, Q in m'/s. A clean, labeled sketch with hydraulic points of interest and any Datum shown Solution steps Note: Because V=Q/A, V « (1/ A); If A decreases, V increases, height of water in piezometer (h) decreases, thereby pressure (yh) decreases; All True only under Steady-State flow Conditions. %3D
Fundamentals of Geotechnical Engineering (MindTap Course List)
5th Edition
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter6: Hydraulic Conductivity
Section: Chapter Questions
Problem 6.14P
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