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<br />I <br />I <br />I <br />I <br />I <br />I 1. <br />I <br />I <br />I 3. <br />I 4. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2. <br /> <br />TOWN OF NEW CASTLE <br />W.T.P. CAPACITY (8-1-95) <br /> <br />(EQUATING FLOW TO EQR'S) <br /> <br />NOTE: THIS CALCULATION WilL DERNE THE NUMBER OF EQR'S THAT THE TOWN <br />CAN SUPPORT WITH THE CURRENT CAPACITY OF THE WATER TREATMENT PLANT. <br /> <br />THIS CALCULATION IN FACT CONSIDERS THE IDEAL CAPACITY, ASSUMING A <br />HIGH TURBIDITY IN EAST ELK CREEK (IE., MID MAY THROUGH JUNE). <br /> <br />SKIP MARINO IS REPORTING THAT THE PLANT CAPACITY UNDER THIS SCENARIO IS 360 GPM. <br /> <br />DETERMINE THE NUMBER OF UNITS THAT THE TOWN CAN SUPPORT BASED UPON A CERTAIN CFS. <br /> <br />EQUATE FLOW RATE (CFS) TO GALLONS PER MINUTE (GPM) <br />(USE 60 SEC/MIN * 7.48 GALUCF FACTOR) <br /> <br />0.8021 CFS <br />359.9825 GPM <br /> <br />EQUATE GPM FLOW TO GAlLONS PER DAY (GPO) <br />(USE 60 MINIHR"24 HRlDAY FACTOR) <br /> <br />359.9825 GPM = <br /> <br />518374.8 GPD <br /> <br />FACTOR PEAK DAY SUMMER FLOW INTO AVERAGE DAY SUMMER FLOW: <br />(DIVIDE PEAK BY A FACTOR OF 1.5) <br /> <br />AVERAGE DAY SUMMER FLOW: 345583.2 GPD <br /> <br />EQUATE AVERAGE DAY SUMMER FLOW TO EQR'S (EQUIVALENT FLOW UNITS): <br />(THIS ASSUMES AN EQR IS 523 GPO-VERIFIED BY COMPUTATIONS LATER) <br /> <br />NUMBER OF EQR'S SUPPORTED BY FLOW: 660.7709 UNITS <br /> <br />PLANT CAPACITY UNDER TURBID CONDmONS= 661 EQR'S <br />