2 An airtight cylindrical tank has its axis vertical as show
Solution
The height to which the level of water rises from the pipe is found using the hydrostatic eqn,
P1 - P2 = rho*g*(h2- h1), where P1 - 1 bar and P2 - 2 bar, h1 - 10m
Solve for h2,
h2 = h1 + [(P1 - P2) / rho*g ] = 10 + [100000 / 1000*10] = 20 m
The water rises to a max height of 20m.
a) The volumetric flow rate of water from the pipe is given by,
nu = A2*V2 where A2 - area of pipe, V2 - velocity of flow.
The V2 of the pipe is found using Bernaulli\'seqn for pipe flow neglecting the losses,
P1 + 1/2*rho*V1^2 = P2 + 1/2*rho*V2^2
Rearrange and solve for V2
(P1 - P2) = 1/2*rho*(V1^2 - V2^2)
V2^2 = 2(P1-P2) / rho [ 1- (V2^2 / V1^2)] ---- eqn 1
The conservation of mass defines the mass flow rate through the pipe as,
A1*V1 = A2*V2
V1/V2 = A2/A1
Now, replace the above relation in the eqn 1,
V2^2 = 2(P1-P2) / rho [ 1- (A1^2 / A2^2)]
V2 = sqrt {2(P1-P2) / rho [ 1- (A1^2 / A2^2)]}
The final volumetric flow rate is given as,
nu = A2 * V2 = A2 * sqrt {2(P1-P2) / rho [ 1- (A1^2 / A2^2)]}
b) The mass flow rate of air through the pipe is found using the relation,
dot mair = rhoair * A2 * V2
dot mair = rhoair * A2 * sqrt {2(P1-P2) / rho [ 1- (A1^2 / A2^2)]}
Replace the pressure and density values as P1 - 2*10^5 N/m2 and P2 - 10^5 N/m2 and rho - 1.2 kg/m3
dot mair = 1.2 * A2 *sqrt {2(10^5) / 1.2 [ 1- (A1^2 / A2^2)]}
dot mair = 489.89 * sqrt {1/ (A2^2 - A1^2)}
The volume flow rate is given as,
nu = dot mair / rhoair
nu = { 489.89 * sqrt [1/ (A2^2 - A1^2)] } / 1.2
nu = 408.248 * sqrt [1/ (A2^2 - A1^2)]
The volume flow rate, nu is 408.248 * sqrt [1/ (A2^2 - A1^2)]

