:01/05/87L:@92,(27)"p";" "(27)"q":@172,(27)"p";" "(27)"q"e(64,9)(175,46),1,B:PRINT@83,"UMACAL":PRINT@164,"WKP":PRINT@113,"JULY":PRINT@193,"1984""@132,(27)"p";" WATER PROGRAM ";(27)"q"::@288,"Output to PRINTER (Y/N)";:Y$݄$(1): Y$"Y" Y$"y" PT1V : "This program projects future populations"; "and water consumptions over a 25 year" "period when the present population

,"( "the projected growth rate,the present";.2 " average per capita per day consumption ";:4811:< "the present maximum per capita per day consumption and the peak hourly per capita demand

are given,assuming ";P "an escalation of L/C/D per year in average consumption.":G$݄$(1)d:: " Municipality ";: M$:x " Present year";: Y[ " Present population";: P " Projected growth rate %";: G " Present avr day cons.LCD";: AϏ " Present max day cons.LCD";: D " Present peak hourly cons.LCD";: H& " Escalation in avr cons.LCD/Yr";: TY" Storage volume as a factor of MAX DAY";:SFTT$" WATER REQUIREMENTS":LL(M$)(TT$) PT1 ́TM16:::10);M$;TT$;:64): " The projected population and water consumption";K PT1 ́TM12:::10)" The projected population and water consumption for ";M$n "for ";M$;" are as follows:" PT1 10)"are based on the following:": " Growth rate =";G;" %" PT1 15)"Growth rate =";G;" %"1 " Present average per capita per day consumption =";A;" L/C/D" PT1 15)"Present average per capita per day consumption =";A;" L/C/D" " Present max. day =";D;" L/C/D"ܒ PT1 15)"Present max. day =";D;" L/C/D" " Present peak hour =";H;" L/C/D"8 PT1 15)"Present peak hour =";H;" L/C/D" " Escalation factor =";T;" L/C/D per year":" Storage volume as a factor of MAX DAY =";SF:ד PT1 15)"Escalation factor =";T;" L/C/D per year"  PT1 15)"Storage volume as a factor of MAX DAY =";SF:)! PT1 :y"" YEAR";6);"POPULATN";15);"AVR";20);"AVR/D";27);"MAX/D";34);"PEAK/H";ؔ# PT1 10)" YEAR";16);"POPULATION";28);"AVR";33);"AVR/D";40);"MAX/D";47);"PEAK/H"615);"LCD";20);"Cu.M.";27);"Cu.M.";34);"Cu.M.":(38,"-")j7 PT1 28);"LCD";33);"Cu.M.";40);"Cu.M.";48);"Cu.M.":10);(45,"=")y@ Z0 25JXYZTW(P((G100)1)Z)^U(A(ZT))hBDArCHAӕ|E(WU1000)畆F(WUB1000)I(WUC1000)QF86.4NE86.4"OI86.4/VF0.25gX;4);"#######,";W;:"###,";U;:"######,";E;F;IȖ PT1 10);X;17);"#######,";W;:27);"###,";U;:31);"######,";E;F;:47)"######";IϖZՖ PT1 10);(45,"-")::  " Max. day factor =";"#.##";BT PT1 10)"Maximum day factor =";"#.##";B~ " Peak hour factor =";"#.##";C PT1 10)"Peak hour factor =";"#.##";C: PT1 ́BM16:::60);"Page 1 of 2":BM110::7 " The water supply capacity for ";M$;" should be as follows": PT1 10)"The water supply capacity for ";M$;" should be as follows:":" YEAR";9);"POPULATN";20);"MAX.DAY" PT1 10)" YEAR";19);"POPULATION";32);"MAX DAY" 21);"L/M":(38,"-")2 PT1 33);"L/M":10);(30,"=")E Z0 25 5OXYZhW(P((G100)1)Z)vUA(ZT)BDAFWUB1000&Q(F86.4)60Ǚ01);X;10);W;:21);"#####";Q1 PT1 10);X;21);W;:33)"#####";Q2ZD E PT1 10);(30,"-"):mN " The water distribution capacities for";M$;" should be as follows:"ĚO PT1 10)"The water distribution capacities for ";M$;" should be as follows:"˚X ښY PT1 $b" YEAR";6);"POPULATN";15);"AVR DAY";23);"MAX DAY";31);"PEAK HR."~c PT1 10)" YEAR";16);"POPULATION";27);"AVR DAY";35);"MAX DAY";43);"PEAK HR."l17);"L/M";25);"L/M";33);"L/M":m PT1 29);"L/M";37);"L/M";45);"L/M":10);(42,"=")v Z0 25 5XYZW(P((G100)1)Z))UA(ZT)3BDA=CHALEWU1000]FWUB1000nIWUC1000Q(F86.4)60N(E86.4)60O(I86.4)60X;:5);W;:16)"#####";N;:24)"#####";Q;:32)"#####";O4 PT1 10)X;18);W;:28)"#####";N;:36)"#####";Q;:44)"#####";O;ZA` PT1 10);(42,"-"):  " Treated water storage capacity for ";M$;" at a factor =";SF;" times the":"MAXIMUM DAY DEMAND should be as follows:"l  PT1 10)" Treated water storage capacity for ";M$;" at a factor =";SF:10)"times the MAXIMUM DAY DEMAND should be as follows:"r PT1 " YEAR";15);"STORAGE"ƞ! PT1 10)" YEAR";25);"STORAGE"*17);"Cu.M.":(38,"-")+ PT1 27);"Cu.M.":10);(32,"=")!4 Z0 25 5+>XYZAHWP((G100)1)ZORUA(ZT)Y\BDAjfFWUB1000xpV(FSF)z1);X;15);V{ PT1 11);X;26);V|ZŸ PT1  " ADD FIRE FLOW STORAGE REQUIREMENTS") PT1 10)"ADD FIRE FLOW STORAGE REQUIREMENTS":(38,"-"): PT1 10);(32,"-"): BM1 13:::60);"Page 2 of 2":BM1 4::