Consider the non-interacting tanks in the figure below. Resistances R 1 and R 2 are linear. The flow rate from ta 3 is maintained constant at b by means of a pump; i.e., flow rate from tank 3 is independent of head h. 9(0) Tank 2 Tank 3 Suppose A1= 1 m2, R1 = R2 = 1 min/m2, A2 = 2 m2, A3 = Tank I 3

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the non-interacting tanks in the figure below.
Resistances R 1 and R 2 are linear. The flow rate from tank
3 is maintained constant at b by means of a pump; i.e., the
flow rate from tank 3 is independent of head h.
9(0)
Tank 2
Tank 3
Suppose A1= 1 m2, R1 = R2 = 1 min/m2, A2 = 2 m2, A3 = 3
m2, b = 1 m3/min and initial h = 1.0 m. Suppose 1 m3 of
liquid is suddenly poured in tank 1 at t=0, determine h in
m at t = 8.92 minutes.
Tank 1
Transcribed Image Text:Consider the non-interacting tanks in the figure below. Resistances R 1 and R 2 are linear. The flow rate from tank 3 is maintained constant at b by means of a pump; i.e., the flow rate from tank 3 is independent of head h. 9(0) Tank 2 Tank 3 Suppose A1= 1 m2, R1 = R2 = 1 min/m2, A2 = 2 m2, A3 = 3 m2, b = 1 m3/min and initial h = 1.0 m. Suppose 1 m3 of liquid is suddenly poured in tank 1 at t=0, determine h in m at t = 8.92 minutes. Tank 1
9 (1)
Tank 1
A₁
Tank 2
h
Tank 3
9=b
Transcribed Image Text:9 (1) Tank 1 A₁ Tank 2 h Tank 3 9=b
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