et us consider the cylindrical water tank shown in the figure. Tank from above is filled and the water is drained from the pipe connected at the bottom. Water level (h) change is given by the following equation. Atank=3.13 m2 , Apipe=0.06 m2 , ρ=1000 kg/m3 , K1=300kg/s , K2=1000kg/s , C=π/12 ,  g=9.81m/s2  Water in the tank at the beginning its level is 3 m. Change of water level in the tank wit

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ISBN:9780470458365
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Chapter2: Second-order Linear Odes
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Let us consider the cylindrical water tank shown in the figure. Tank from above is filled and the water is drained from the pipe connected at the bottom. Water level (h) change is given by the following equation.

Atank=3.13 m2 , Apipe=0.06 m2 , ρ=1000 kg/m3 , K1=300kg/s , K2=1000kg/s , C=π/12 ,  g=9.81m/s2 

Water in the tank at the beginning its level is 3 m. Change of water level in the tank with time t = 0 between t = 200 s and graphically represent. Euler, Heun, Use the second and fourth order Runge - Kutta methods.

dm /di
h
Ale
dmldt
Transcribed Image Text:dm /di h Ale dmldt
dh
pA jank
K + K2sin(5Ct)cos(Ct) – pA pipeN2gh
Transcribed Image Text:dh pA jank K + K2sin(5Ct)cos(Ct) – pA pipeN2gh
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