(Flowrate) Water flows through the rectangular channel shown in the figure below with a uniform velocity. Directly integrate equations for Bout and Bin with b = 1 to determine (a) the mass flowrate (kg/s) across and A - B of the control volume. (b) Repeat for C -D. Bout = CSout pbV.ndA Bin = CSin pbV cose d'A= CSin B D V=3.0 m/s A C (a) i pbV.ndA Control surface 1 m Width =2.6 m kg/s (b) i kg/s -Semicircular end

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(Flowrate) Water flows through the rectangular channel shown in the figure below with a uniform velocity. Directly integrate equations for Bou and B₁, with b = 1 to determine (a) the mass flowrate (kg/s) across and A - B of the control volume. (b) Repeat for C -D.
(Flowrate) Water flows through the rectangular channel shown in the figure below with a uniform velocity. Directly integrate
equations for Bout and Bin with b = 1 to determine (a) the mass flowrate (kg/s) across and A - B of the control volume. (b) Repeat for C
-D.
Bout
=
CSout
pbV.ndA
Bin
=
CSin
pbV cose d'A=
CSin
B
D
V=3.0 m/s A
C
(a) i
pbV.ndA
Control
surface
1 m
Width =2.6 m
kg/s
(b) i
kg/s
-Semicircular end
Transcribed Image Text:(Flowrate) Water flows through the rectangular channel shown in the figure below with a uniform velocity. Directly integrate equations for Bout and Bin with b = 1 to determine (a) the mass flowrate (kg/s) across and A - B of the control volume. (b) Repeat for C -D. Bout = CSout pbV.ndA Bin = CSin pbV cose d'A= CSin B D V=3.0 m/s A C (a) i pbV.ndA Control surface 1 m Width =2.6 m kg/s (b) i kg/s -Semicircular end
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