An Onyx pinch valve metered the flow between the equalization basin and trickling filters. It was a critical component in the plant since the entire flow stream went through this valve. Click here to enlarge imageAn Onyx pinch valve metered the flow between the equalization basin and trickling filters. It was one of the most critical components in the plant since the entire flow stream went through the valve. A malfunction could effectively shut down the entire plant and the quality of the discharged wastewater depended on the ability of the valve to maintain a constant flow through wide range of inlet pressures.
Local development gradually increased flow rates to the point where they threatened to overflow the equalization basin. Township officials hesitated to spend money on replacing the equalization tanks since a new plant was in the early planning stages, but they couldn't tolerate the environmental consequences of having raw sewerage overflow the basin.
Township engineers solved the problem by taking advantage of the close proximity of the much larger Burlington City plant a block away. Instead of replacing the equalization tanks, they diverted part of the flow stream to the Burlington City plant. The city charges the township a fixed rate per gallon for treating sewerage.
Township engineers and plant operators noted that the original pinch valve had proven its performance over half a decade of operation. It maintained a constant flow to the trickling filters with 2 percent accuracy even as the equalization tank level cycled through a level range of 18 feet during each 24-hour period, with zero maintenance and no down time. As a result, they specified a second Onyx pinch valve for the diverter service line.
Onyx Valve Company worked with the Township engineers to select the optimum valve and controls. The company supplied the second valve complete with a control system that included two Moore 352 PID programmable controllers.
These controllers included a 24-hour clock system. Every day a few hours before each peak load period, the controllers would take the time differential of the increase in level. They would automatically calculate the lowest flow rate possible to avoid topping out the basin in order to minimize cost to the township.