OPERATIONS & MAINTENANCE MANUAL - McCormick PCS Info

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MAINTENANCE MANAGEMENTOPERATIONS & MAINTENANCE MANUALC • 2/Page 5 of 8No. C • 2Overtime HVACB. Air Handling Units:(1) Condition #1 - Minimum Load (4 AHUs):No. of AHUs x Volts x Amps x square foot of phase ¸ 1000= Total AHU KW at condition #14 x 480 x 14 x 1.732 : 1000 = 46.6 KW(2) Condition #2 -- Other Load (5 AHUs):Use same formula and carry out as with the Water Chilling Unit calculation.C. Chiller Water and Condenser Water PumpsVolts x (Amps/CWP + Amps/CHWP) x 1.732 : 1000= Total Pump KW at all conditions480 x (35 + 30) x 1.732 : 1000 = 54 KWD. Cooling Tower FanVolts x Amps x 1.732 x % run time : 1000= C.T. KW at all conditions480 x 52 x 1.732 x .5 (50%) : 1000 = 21.6 KWE. Outside Air and Toilet Exhaust FansVolts x (Amps/T.E. + Amps/O.A.) x 1.732 : 1000= Total Fan KW at all conditions480 x (14 + 18) x 1.732 : 1000 = 26.6 KWF. Air CompressorVolts x Amps x 1.732 x .15(15%) : 1000= Total Air Compressor KW at allconditions480 x 10 x 1.732 x .15(15%) : 1000 = 1.3 KWG. Total Electrical Costs© 1992 - 1997, Michael Robert McCormickAll Rights Reserved
MAINTENANCE MANAGEMENTOPERATIONS & MAINTENANCE MANUALC • 2/Page 6 of 8No. C • 2Overtime HVAC(1) Condition #1 -- Minimum Load (4 AHUs):Water Chilling Unit -- 63.9 KWAir Handling Units -- 46.6 KWChilled/Condenser Pumps -- 54.0 KWCooling Tower Fan -- 21.6 KWOutside Air/Toilet Exhaust -- 26.6 KWTotal KW Condition #1 -- 214 KW(2) Condition #2 -- Other Load (5 AHUs):Carry out the totalization for however many “conditions” you used in the waterchilling unit and air handling unit calculations.Step Two -- Water CostsThe evaporation rate is generally 1% of the total condenser water GPM flow less 4 cycles ofconcentration. The District of Columbia Water and Sewer charge equals $2.86 per 100 cu.ft. or 750 gallons. One cubic foot of water equals 7.5 gallons.The unit cost per gallon is based on $2.86 : 750 gallons equated to $.0038.A. Condition #1 -- Minimum Load 90 Tons (4 AHUs):Evaporation Rate = 1% of GPM rateNumber of Pumps: 1Total Pump GPM Rate: 900Bleed Cycles = (Egpm/C-1) 4 cyclesTotal Make-up = Rate + CyclesHourly Evaporation rate = E rate x 60 min.Number 1 Load Tonnage x Hourly E rate = Make-up rateMake-up Rate x $.0038= .30% Ton= 900 PGPM= 9 1% Rt= 3 CGPM= 12 TMup= 720 HMup= 216 LMup=$0.82 PrhrB. Condition #2 -- Other Load (5 AHUs):© 1992 - 1997, Michael Robert McCormickAll Rights Reserved
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