Problem 1. Two tanks are connected with a pipe, 8[m] long. At time t=0, the water level in tank 1 is 1.0[m] lower than in tank 2. Plot the elevation in tank 2 as a function of time until the water levels are at the same elevation. Assume quasistatic conditions, that is – the steady pipe flow equations are assume valid at any time, even though the flow rate changes slowly over time. The entrance and exit are sharp corners. Include major and minor losses in your analysis. Both tanks and the pipe connecting them are cylindrical in shape. D-1.Olml D-1.Olml

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Problem 1.
Two tanks are connected with a pipe, 8[m] long. At time t=0, the water level in tank 1 is 1.0[m]
lower than in tank 2. Plot the elevation in tank 2 as a function of time until the water levels are
at the same elevation. Assume quasistatic conditions, that is – the steady pipe flow equations
are assume valid at any time, even though the flow rate changes slowly over time. The entrance
and exit are sharp corners. Include major and minor losses in your analysis. Both tanks and the
pipe connecting them are cylindrical in shape.
D;=1.0[m)
Patm
D;=1.0[m]
2.5m
1.5m
water
8.0[m]
D3=0.05(m]
Transcribed Image Text:Problem 1. Two tanks are connected with a pipe, 8[m] long. At time t=0, the water level in tank 1 is 1.0[m] lower than in tank 2. Plot the elevation in tank 2 as a function of time until the water levels are at the same elevation. Assume quasistatic conditions, that is – the steady pipe flow equations are assume valid at any time, even though the flow rate changes slowly over time. The entrance and exit are sharp corners. Include major and minor losses in your analysis. Both tanks and the pipe connecting them are cylindrical in shape. D;=1.0[m) Patm D;=1.0[m] 2.5m 1.5m water 8.0[m] D3=0.05(m]
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