by The Hydraulic Institute
March 1, 2013

Pumps & Systems, March 2013

Q. How do I determine the NPSH3 for a rotodynamic submersible pump?
A.  NPSH3 is the net positive suction head required, in meters (feet) that will cause the total head (or first-stage head of multistage pumps) to be reduced by 3 percent. Four typical arrangements are available for determining the NPSH3 characteristics of rotodynamic submersible pumps. For all arrangements, the flow toward the pump must be uniform and free of undue disturbances. A pump tested with suction piping may require a flow-straightening device before entering the pump. Arrangements for cooling or heating the liquid in the loop may be needed to maintain the required temperature.

In one arrangement (see Figure, the pump is supplied from a closed tank in which the level is held constant. The net positive suction head available (NPSHa) is adjusted by varying the air or gas pressure over the liquid, varying the temperature of the liquid, or both. This arrangement tends to strip the liquid of dissolved air or gas. Testing with a closed loop without the closed tank on the suction side is also acceptable.

In another arrangement (see Figure, the entire pump is mounted in an enclosed tank to allow the NPSH testing to be done without the suction piping connection. The testing for this arrangement is normally performed at a constant flow rate while varying the NPSHa by adjusting the air pressure over the liquid in the suction tank.

In each arrangement, water must be used as the test liquid. Taking the following precautions will minimize aeration:

  • No cascading return flow outlets
  • Reservoir sized for long retention time to allow air to escape
  • Inlet line properly located to prevent vortexing
  • Reservoir baffles to isolate inlet from the return line
  • Tight pipe joints to guard against air leakage into the system

For more information about NPSH tests for rotodynamic submersible pumps, see ANSI/HI 11.6 Rotodynamic Submersible Pumps for Hydraulic Performance, Hydrostatic Pressure, Mechanical, and Electrical Acceptance Tests.

Figure A pump is supplied from a closed tank with a constant level.

Figure The entire pump is mounted in an enclosed tank to allow the NPSH testing to be completed without the suction piping connection.

Q. How should I design trench-type wet wells for the intake of rotodynamic pumps, and how are these different from rectangular intake structures?
A. Trench-type wet wells differ from rectangular intake structures by the geometry used to form a transition between the dimensions of the influent conduit or channel and the wet well itself (see Figure 1). An abrupt transition is used to create a confined trench for the location of the pump inlets.

While limited physical modeling work has been conducted on trench-type wet wells, successful applications with individual pump capacities as great as 75,000 gallons per minute (gpm) or  4,730 liters per second (L/s)  and installation capacities of 225,000 gpm (14,200 L/s) have been constructed for centrifugal pumps. Axial and mixed flow applications include individual pump capacities of 46,000 gpm (2,900 L/s) and total installation capacities of up to 190,000 gpm (12,000 L/s).

Most applications of the trench-type design have been with the incoming flow directed along the wet well’s long axis (coaxial). Physical model studies shall be conducted for any installation with individual pump capacities exceeding 40,000 gpm (2,520 L/s) or stations with capacities greater than 100,000 gpm (6,310 L/s).

Figure 1. Trench-type well

Q. What information is available regarding starting torque requirements for reciprocating power pumps with liquid bypass?
A.  Using reciprocating power pumps requires carefully considering their starting and running torque demands. These affect the selection of driver motors, motor starters, engines, gear reducers, belts or chain drives, couplings, and universal joints. These loads’ effects on an electrical distribution system require thought, especially for a large pump.

For starting the pump with a liquid bypass, the operator manually opens a bypass valve or a power-actuated dump valve opens automatically. This bypasses the liquid during starting and stopping. A check valve in the discharge line remains shut if the bypass (dump) valve remains fully or partially open (see Figure 6.47).