Responsible for supplying an average of 60 million gallons of drinking water each day, the Monroe County Water Authority (MCWA) in Rochester, N.Y., depends on more than 100 centrifugal pumps with a total installed capacity of more than 35,000-hp. These pumps range in size from 5-hp to 1750-hp and consume an average 5-MW of power daily. In an era of conserving energy and increasing sustainability, the MCWA is attempting to reduce energy consumption, greenhouse gases and operations and maintenance costs. Through computerized modeling of its water distribution system, the MCWA discovered many discrepancies in their pumps between the original manufacturer pump curve and the actual field pump curve. When inputting the pump curves into the model, they discovered that the model could not be calibrated using original manufacturer pump curve data. The MCWA staff went into the field and physically measured each pump's performance (head, flow, kW and RPM) to develop a set of field pump curves for the water distribution model. They found that in virtually every pump tested, actual field pump curves were significantly below the manufacturers specified pump curve and field measured pump efficiencies were often 20 percent or more below the original manufacturer's stated pump efficiencies.
12/17/2011
Figure 1. Pump interior with severe tubercultation
The MCWA team selected a few of the biggest offenders for refurbishment, targeting the units that operated at the least efficient rates. The MCWA assumed that overall performance decline was due to wear of internal components, so they overhauled them with the needed mechanical repairs, replacing rings, sleeves, seals, gaskets and bearings. When the pumps were returned to service, their performance improved, but many of the pumps were still running significantly below the manufacturer's specifications for head, flow and efficiency. Consequently, the MCWA began to consider other factors associated with the internal pump condition that might be causing declines in performance and efficiency.
During the teardown for mechanical repair, MCWA noticed extensive tuberculation buildup on the interior casings of all pumps. Tuberculation, the knob-like mound byproducts of corrosion that build up on the interior walls of pumps and unlined piping systems, has long challenged engineers and maintenance professionals in the water industry. For more than 50 years, the industry standard for pipeline manufacturers has been to apply a cement lining to the inside of cast and ductile iron pipe used in municipal water distribution systems to prevent corrosion and tuberculation buildup.
The MCWA team knew the effects on flow and head loss caused by corrosion, tuberculation and rough interior surfaces in old unlined cast iron pipelines installed before cement lining became the standard. They wondered if this roughness on just a few feet of pump casing between the suction and the discharge flanges really made a significant difference in a pump's performance and efficiency.
Figure 2. Pump interior after coating with brushable ceramic epoxy
The results of the post coating field testing surprised even the most skeptical MCWA team members. In each of the three cases, pump efficiency increased by greater than 8 percent from the sandblasting and coating efforts, and overall performance of all three pumps was more or less restored to original manufacturer's pump curve specifications. Based on the results of the pilot study, the MCWA applied for and received a grant from the New York State Energy and Research Development Authority (NYSERDA) to conduct research on the use of ceramic epoxy coatings to increase pump performance and efficiency on a variety of pumps ranging in size from 20-hp to 1750-hp.
Figure 3
Beahan No. 2 pump is a 300-hp pump located at a key pump station in the MCWA's distribution system. Installed in 2000, this pump had a manufacturer's stated efficiency of 88 percent at the pump's best efficiency point (BEP), pumping 6000-gpm at 150-ft of head. By 2006, pump efficiency at the BEP had dropped to 77.8 percent. The pump was first sandblasted and coated, which increased pump efficiency at the BEP to 85.2 percent (an increase of 7.4 percent). Mechanical refurbishment increased efficiency at the BEP an additional 2.8 percent, which brought the pump back to original manufacturer's specifications.
As with all pumps, total energy savings resulting from mechanical refurbishment and coating efforts are dependent on the total hours a pump operates. If the Beahan pump operated more or less continuously before any work was performed on it, the combined effect from mechanical refurbishment and interior coating on reduced energy use through increased performance and efficiency would result in more than $17,000 in annual energy savings (assuming energy costs of $0.085/kWh and $10.00/kW demand charge). Kilowatt hours (kWh) consumption would be reduced by approximately 82,000-kWh annually (the equivalent of the total annual greenhouse gas emissions of 11.8 passenger vehicles).
As shown in Figure 3, it was also calculated that half ($8,500) of the savings could be attributed specifically to sandblasting and coating-savings that would not have been achieved if the pump had only received the traditional mechanical refurbishment. The MCWA team estimates that if all of its 100+ pumps were mechanically refurbished, sandblasted and coated, the MCWA could realize energy cost savings in excess of several hundred thousand dollars from its $4 million annual energy budget.