What Is Elevated Vibration in a Nuclear Service Water Pump?
Four nuclear Service Water (SW) pumps had been retrofitted with a modified below-ground structure. After several years, one pump experienced vibration levels twice the normal value, recorded by below-ground submersible accelerometers. This issue began after top shaft sleeve replacement, which had been performed to correct excessive top shaft radial motion.

Figure 1. ODS animation of the pump showing the exaggerated motion of the below-ground mode being excited at 2/3x RPM. In this case, four uni-axial submersible accelerometers had already been attached in four clock positions (north, south, east, and west directions) to the column assembly about 30 feet below the sole plate. The sensor location was about the mid-span of the 65 foot long below-ground column assembly.
Figure 2. Important observation –The first bending mode(“S-shape”) ODS test animation (Figure 1) and shown above had its maximum amplitude above the permanently installed submersible accelerometers. This meant that the recorded vibration was lower than the actual maximum structural vibration. Monitoring thresholds were adjusted accordingly. Sensor location matters when operating near a resonant condition.
The vibration was diagnosed using Experimental Modal Analysis (EMA, or impact) testing on the operating pump, Continuous Vibration Monitoring, and Operating Deflection Shape(ODS) testing to identify natural frequencies,mode shapes, damping, and resonance.
MSI conducted specialized vibration testing using three key methods:
EMA involved impacting each pump during operation and measuring vibration response to identify:
The above ground portion of the problem pump was instrumented with the below-ground submersible accelerometers also connected to MSI’s analyzer and monitored overnight under normal operating conditions to:
ODS testing involves: 1) Technicians recording steady-state tri-axial vibration data using roving accelerometers at many locations on the machinery system, 2) specialized software applying the test data over a computer model and animated the model based on the field vibration measurements to:
Visualize relative motion between motor, discharge head, and below-ground column assembly
Confirm dominant vibration mode
Evaluate component interactions at critical frequencies
The elevated vibration was caused by structural resonance of the first below-ground bending(“S-shape”) mode, excited by a 2/3× RPM harmonic, likely due to seismic support wear and bearing degradation.
Key observations:
MSI recommended:
Rubbing or impact commonly produces 0.5× RPM, 1/3× RPM, or 2/3× RPM harmonics in vibration spectra.
Resonance amplifies vibration, increasing damage-causing forces, accelerating fatigue, and significantly increasing the risk of failure.
Resonance may only account for a relatively small portion of machinery problems but requires an inordinate percentage of maintenance budgets to diagnose and correct. Fortunately, correctly written purchased specifications can greatly reduce the risk of resonance issues during the new or modified plant design process.
EMA identifies natural frequencies and mode shapes, while ODS visualizes motion between components, helping engineers confirm the source of resonance.
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MSI consultants solve difficult or urgent problems of vibration in machinery, taking into account the performance process parameters in critical rotating machinery and systems. MSI’s right-first-time, high-value solutions and clear reports are based on a 30-year track record of reliably solving the problem.
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