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In many cases, the maximum application rate is fixed by a regulatory <br /> agency. Some factors that must be considered in selection of the rate NOTES <br /> of application include: 1) efficiency of the secondary treatment proc- <br /> ess; 2) diurnal flow pattern and magnitude of any peak flow rate;3) <br /> filter cycle duration and backwash water production; 4) capital cost <br /> of equipment. <br /> Designed-in plant flow equalization allows filter design based on an <br /> equalized flow rate, which minimizes the number of problems that <br /> may result from periodic surge flows. <br /> With the unique batch design of the AquaClear secondary process, <br /> the daily flow patterns (as well as peak flow rates) are neutralized <br /> due to the hydraulic quality control of the mechanical process.Thus, <br /> a set schedule can be maintained for backwashing of the filter media. <br /> ELECTRONIC/ELECTRICAL CONTROL SYSTEM <br /> The solid-state control panel, provided by AquaClear, manages the <br /> operational functions of the treatment system from solid-state mem- <br /> ory.The memory is programmed at the factory and is retained in the <br /> program controller (PC) by either a battery backup or an EPROM. <br /> The memory consists of firmware located within the solid-state <br /> assembly. <br /> In addition to the PC are solid-state relays, circuit breakers, a dis- <br /> charge flow counter, and a settling time totalizer. <br /> Control cycles of individual pumps are preprogrammed within the <br /> timer. These cycles are based upon pumping times and are set dur- <br /> ing factory testing of the unit. Actual field operation times may vary; <br /> thus,field adjustment may be made when necessary. <br /> All pump cycles are protected from memory loss by standby battery, <br /> or by the EPROM, which retains the program memory during peri- <br /> ods of electrical interruptions. <br /> Protection of the control panel and PC from electrical spikes and <br /> surges is required where history of power fluctuations occur and/or <br /> where the primary power is supplied from onsite generators. <br /> Maximum demand is calculated at simultaneous operation of aera- <br /> tion,mixed-liquor transfer, and sludge return pumps. <br /> The electrical control system provides a separate alarm circuit pow- <br /> ered by a rechargeable batten;. Electrical connections and controls <br /> are installed in accordance with applicable local codes and ordi- <br /> nances. <br /> All the process pumps do not operate simultaneously in the auto- <br /> matic mode. <br /> In manual mode, the kw demand will vary proportionally to the cycle <br /> and the cycle duration the operator selects. <br /> 20 <br />