Pump Casing Rebuild: Restored to Factory Specification

Application Article | Arcor Epoxy | Updated April 6, 2026
Fresh Water Pumping Station — California.
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Water pumping station
Water Pumping Station
TD-RB application
TD-RB Application
Topcoat applied
Topcoat

Fresh Water Pumping Station  ·  California

The Problem

Erosion and Cavitation Below Original Efficiency Specification

Pump Diameter

14 ft

Flow Rate

280,000 GPM

In Service Since

1971

Erosion and cavitation had degraded the casing geometry to the point where the pump could no longer meet its original efficiency specification. A new stainless steel impeller was installed in an attempt to recover performance — efficiency still fell below original specification after reassembly.

Root Cause

The casing geometry itself was the limiting factor — the impeller alone could not compensate for dimensional loss in the surrounding structure. The decision was made to rebuild the casing back to manufacturer's specifications.

Specification

Ceramic-Filled Epoxy Rebuild + Epoxy Topcoat

Application

Casing, Draft Tube & Discharge Pipe

Substrate

Carbon Steel

Topcoat DFT

40 mils (8–10 mils at stay vanes)

Surface Preparation

Abrasive blasted to white metal with a 3-mil minimum anchor profile across all surfaces.

Dimensional Rebuild

Ceramic-filled epoxy rebuilding compound applied over the entire casing, building eroded and cavitated regions proud of the surrounding substrate. Rebuilt surface was sanded to a smooth, uninterrupted profile. Multiple build-and-sand cycles were performed to bring the casing, draft tube, and discharge pipe into dimensional specification.

Topcoat

Two coats of epoxy topcoat spray-applied at 40 mils total DFT across all surfaces, with the exception of the stay vane leading edges where coating was held to 8–10 mils to maintain the tight dimensional tolerances required at those locations.

The Result

Met and Exceeded Original Efficiency Specification

Original Rating

91.0%

Post-Rebuild Rating

91.5%

The pump returned to service in 1992 and continued operating without major intervention. Minor repairs were subsequently made to the stay vane leading edges, where the reduced coating thickness in that area was susceptible to erosion from vane fluting.