Ansi Hi 9.8 Rotodynamic Pumps For Pump Intake Design Better May 2026

Mastering the Approach: A Deep Dive into ANSI/HI 9.8 for Rotodynamic Pump Intake Design

Introduction: The Hydraulic Highway

Why ANSI/HI 9.8 Matters

ANSI/HI 9.8 (Hydraulic Institute Standard for Rotodynamic Pumps for Pump Intake Design) is the definitive industry guideline for designing pump sumps, wet wells, and suction piping. Its primary goal is to ensure uniform, swirl-free flow entering the pump impeller. Poor intake design is a leading cause of hydraulic performance problems, yet it is frequently overlooked. ansi hi 9.8 rotodynamic pumps for pump intake design

HI 9.8 statement: “Physical modeling is recommended for flow rates exceeding 10,000 gpm (2,300 m³/h) or where NPSHa margin is less than 50%.” Mastering the Approach: A Deep Dive into ANSI/HI 9

In practice, most engineers using HI 9.8 design for NPSHa ≥ 1.2 x NPSHr, with a minimum absolute margin of 3 ft (0.9 m). Pump Intake Design Criteria : The standard provides

  1. Pump Intake Design Criteria: The standard provides specific criteria for the design of pump intakes, including the requirement for a minimum of 10 diameters of straight pipe upstream of the pump inlet.
  2. Suction Piping and Fittings: ANSI HI 9.8 provides guidelines for the design of suction piping and fittings, including the use of eccentric reducers and long-radius elbows.
  3. Fluid Velocity: The standard provides guidelines for the calculation of fluid velocity, including the maximum allowable velocity of 10 ft/s (3.05 m/s) for most applications.
  4. Cavitation and NPSH: ANSI HI 9.8 provides detailed information on the calculation of NPSH and the design of pump intakes to minimize the risk of cavitation.

Part 7: Multiple Pump Intakes – The Interaction Effect

A single pump is easy. When you put two or more pumps side-by-side, the hydraulics interact. HI 9.8 mandates:

In addition to complying with ANSI HI 9.8, here are some best practices for pump intake design: