Centrifugal Pump: Pressure Drop & Power Calculation

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SUMMARY

The discussion focuses on calculating the pressure drop and power requirements for a centrifugal pump used to transfer water through a 1000 ft length of 4 in. schedule 40 steel pipe, with a height difference of 25 ft between two tanks. The pressure drop equation is established as p2 – p3 = 10.83 + 10,265fQ², where f represents the friction factor. For a flow rate of 0.2 ft³/s, the required pump power is derived from the energy balance equation, incorporating gravitational potential energy and friction losses.

PREREQUISITES
  • Understanding of fluid mechanics principles, specifically Bernoulli's equation.
  • Knowledge of friction factor calculations in pipe flow.
  • Familiarity with volumetric flow rate and its relationship to velocity and cross-sectional area.
  • Basic concepts of centrifugal pump operation and energy transfer.
NEXT STEPS
  • Study the calculation of friction factors for different pipe materials and flow conditions.
  • Learn how to apply Bernoulli's equation in practical pump applications.
  • Investigate the impact of pipe diameter and length on flow rate and pressure drop.
  • Explore advanced pump power calculations, including efficiency and loss factors.
USEFUL FOR

Engineers, fluid mechanics students, and professionals involved in pump design and hydraulic system optimization will benefit from this discussion.

chemengineer23
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Homework Statement


A centrifugal pump is used to pump water from one tank to another through 1000 equivalent ft of 4 in. schedule 40 steel pipe as shown in the figure. The second tank is located 25 ft above the first.

Show that the pressure drop (in psi) in the pipeline between 2 and 3 is given in terms of the flow rate Q (ft3/s) by:

p2 –p3 =10.83+10,265fQ2 where f is the friction factor.

What is the pump power required if the flow rate is 0.2 ft3/s? (Assume negligible losses and elevation change in the suction line.)
Point 1 is where the level of water is in the first tank
Point 2 is right after the pump
Point 3 is where the level of water is in the second tank

Homework Equations


MEB: V^2/2 + P1/rho +gz1 + Ws = V^2/2 +P2/rho + gz2 +hf
hf=( 2*f*L)/D *V^2/2

The Attempt at a Solution


Delta P/rho= g(z3-z2)-V2^2/2+hf
but you don't know delta z, velocity or the L in hf
 
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chemengineer23 said:
The second tank is located 25 ft above the first.
This tells us z, which is the vertical distance between points 2 and 3, which is used to incorporate gravitational potential energy into the energy balance.

Volumetric flow rate is given as 0.2 ft3/s, which can be used to find velocity because v*A = Q, where v is velocity, A is cross-sectional area, and Q is volumetric flow. Velocity at point 3 is negligible for a large tank: assuming a large cross-sectional area of the tank, velocity is small for a given Q because v and A are inversely related.

L is the length of pipe, which you stated was 1000 ft. By the way, "equivalent feet" accounts for pipe bends, sudden expansions/contractions, etc. Wherever such sources of friction pop up, an appropriate length is added to L to compensate in the calculation. Thus, the actual physical length of the pipe may differ from the length you actually use for L in the formula.
 
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