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1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />PENSKE TRUCK LEASING <br />SANITARY SEWER PUMP CALCULATIONS <br />EJ <br />ONE <br />SPD PUMP PERFORMANCE <br />CURVE <br />GRINDER PUMP, 1HP, 1725 RPM <br />100 <br />230 <br />95 <br />220 <br />210 <br />90 <br />t <br />200 <br />85 <br />190 <br />LOW PRESSURE SYSTEM DESIGN PRESSURE <br />80 <br />180 <br />COMM FACT <br />FOR WIEFUTTENT <br />75 <br />170 <br />70 <br />VSE ABOVE 00 PSI <br />OR W FEET TON <br />160 <br />65 <br />150 <br />60 <br />140 <br />130 <br />55 <br />120 <br />w 50 <br />110 <br />w cn <br />a <br />a 45 <br />o: <br />100 <br />a <br />= 40 <br />90 <br />N <br />< <br />J <br />0 <br />O = 35 <br />80 W <br />J V <br />u a 30 <br />uj <br />u- <br />70 z <br />a <br />'- 0 25 <br />60 0 <br />J <br />w <br />50 = <br />20 <br />40 <br />15 <br />z <br />30 <br />10 <br />J <br />20 0 <br />F <br />5 <br />10 <br />0 <br />0 <br />-5 <br />-10 <br />- <br />20 <br />-10 <br />-30 <br />-15 <br />-40 <br />-20 <br />-50 <br />-25 <br />I <br />-60 <br />I I I I 1 I I l <br />I <br />0 2 4 6 8 10 12 14 16 <br />18 <br />DISCHARGE (0), GPM <br />SITTS & HILL ENGINEERS, INC. <br />TACOMA, WASHINGTON <br />ESD 08-0022 REV. 2, 6/08 <br />