Chemical & Process Engineering / Centrifugal Pump Characteristics
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LABORATORY 06 · CHEMICAL & PROCESS ENGINEERING

Centrifugal Pump Characteristics theory

Understand centrifugal pump characteristics: governing transport equations, heat and mass balances, reaction kinetics, and unit operations.

Chemical engineering transport & equilibrium foundations of Centrifugal Pump Characteristics.

Centrifugal pumps are the most critical prime movers in the chemical process industries, responsible for circulating raw materials, transferring toxic solvents, pumping viscous slurries, and providing cooling utility flow. Fluid entering the eye of a rotating impeller is accelerated radially outward by centrifugal force; this high kinetic energy is subsequently decelerated in the volute casing or diffuser, converting dynamic velocity head into static pressure head. The relationship between total dynamic head H and volumetric discharge Q defines the fundamental pump characteristic curve: H(Q) = H_0 - S · Q^2, where H_0 is the shutoff head at zero flow and S represents internal hydraulic recirculation and friction resistance. As discharge flow increases, mechanical shaft power P_sh rises while hydraulic efficiency η = (ρ g Q H) / P_sh traverses a characteristic optimum known as the Best Efficiency Point (BEP). Furthermore, when impeller speed N or diameter D varies, pump performance scales according to the fundamental Affinity Laws. In this laboratory experiment, an instrumented centrifugal pump running at constant speed (2900 RPM) is throttled across discharge rates from 5 to 30 m^3/h to map H–Q performance, quantify internal curvature coefficient S, and establish shutoff head H_0.

(H_0 - H) = S · Q^2 = 0.0280 · Q^2

1. Centrifugal Pump Operating Principles

Centrifugal turbomachinery converts mechanical rotational energy into fluid hydraulic energy via dynamic action of rotating impeller blades. Liquid enters axially through the suction nozzle into the impeller eye, where backward-curved vanes accelerate the fluid tangentially and radially into a surrounding volute casing. The expanding volute geometry converts dynamic kinetic energy into static pressure head before discharging into the process network.

2. Euler Turbomachinery Equation & Theoretical Head

Applying the principle of angular momentum conservation to a fluid element passing through an impeller with inlet radius $r_1$ and outlet radius $r_2$ yields the ideal Euler head $H_{ideal}$:

\[ H_{ideal} = \frac{u_2 v_{\theta 2} - u_1 v_{\theta 1}}{g} \]

where $u = \omega r$ is blade peripheral velocity and $v_\theta$ is absolute tangential fluid velocity. Assuming zero inlet pre-whirl ($v_{\theta 1} = 0$) and backward-curved vanes with blade angle $\beta_2$:

\[ H_{ideal} = \frac{u_2^2}{g} - \left( \frac{u_2 \cot \beta_2}{\pi D_2 b_2 g} \right) Q \]

where $D_2$ and $b_2$ are impeller outer diameter and tip width.

3. Real Head-Capacity (H–Q) Characteristic Curve

In actual centrifugal slurry pumps, three major loss mechanisms reduce delivered head below the idealized linear Euler line:

  1. Circulatory Slip: Finite blade count causes non-uniform relative velocity profiles across blade passages, reducing effective whirl velocity by slip factor $\sigma$ (Stodola / Busemann slip).
  2. Friction & Shock Losses: Fluid skin friction along impeller channels and volute walls scales with velocity squared ($h_f \propto Q^2$), while incidence shock losses at blade leading edges scale with $(Q - Q_{design})^2$.

Combining these effects yields the quadratic characteristic equation:

\[ H(Q) = H_0 - S \cdot Q^2 \implies (H_0 - H) = S \cdot Q^2 \]

where $H_0$ is the shutoff head and $S$ is the internal hydraulic resistance slope. Fluid hydraulic power $P_{hyd}$ and efficiency $\eta$ are defined as:

\[ P_{hyd} = \rho g Q H, \quad \eta = \frac{P_{hyd}}{P_{sh}} = \frac{\rho g Q H}{P_{sh}} \]

Viva voce questions & analytical theory

What is the physical significance of the Net Positive Suction Head (NPSH)?

NPSH is the total suction head at the pump impeller eye above liquid saturation vapor pressure; if NPSH Available (NPSHA) falls below NPSH Required (NPSHR), cavitation occurs, causing severe erosion and head breakdown.

How do pump Affinity Laws scale head, flow, and power with rotational speed N?

Flow rate scales linearly with speed (Q ∝ N), total head scales with speed squared (H ∝ N^2), and brake power scales with speed cubed (P ∝ N^3).

Why does the H–Q characteristic curve of a centrifugal pump have a negative slope?

Backward-curved impeller vanes impart tangential momentum that decreases relative to blade speed as fluid throughput increases, combined with internal friction and shock losses that scale with Q^2.

What is the Best Efficiency Point (BEP) and why should pumps operate near it?

The BEP is the operating flow rate where hydraulic, volumetric, and mechanical losses are minimized; operating far from BEP causes internal recirculation, radial shaft deflection, seal failure, and high vibration.

How does pumping viscous liquids affect centrifugal pump performance?

Elevated viscosity increases disc friction and hydraulic shear losses, causing a severe drop in discharge head and efficiency while drastically increasing required shaft power.

Why is it dangerous to operate a centrifugal pump with the discharge valve closed for extended periods?

All shaft power is converted into thermal energy within the trapped fluid volume, rapidly boiling the liquid, causing vapor lock, thermal expansion damage, and mechanical seal destruction.

Experimental precautions and process safety

  • Never run the pump dry; ensure the casing is fully primed before starting to prevent seal burnout.
  • Do not operate at shutoff head (zero flow) for more than 15 seconds to prevent thermal boiling.
  • Monitor motor current to avoid exceeding full-load amperage (FLA) at maximum flow.
  • Operate throttling valves gradually to avoid severe hydraulic water hammer.

Theoretical assumptions & boundary condition limits

  • The transport and thermodynamic models apply within the specified calibrated operating window (5.0 to 30.0 m^3/h).
  • Assumes ideal continuum flow and homogeneous phase mixing without unmodeled parasitic wall losses.
  • Continuous sensor readings reflect ordinary least-squares regression across successive observations.
  • High-temperature or extreme concentration excursions require non-ideal equation-of-state corrections.
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Connect transport theory to empirical process plant data.

Evaluated using a 2.2 kW single-stage centrifugal slurry pump with backward-curved closed impeller (diameter D = 140 mm) operating at N = 2900 RPM. Regression models dynamic head drop (H_0 - H) as a function of Q^2, where H_0 = 35.00 m.