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[]
["CUADRO 1.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO AGUAS RESIDUALES ITERACIÓN 1"]
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["T",0.15]
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["CUADRO 5.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO AGUAS RESIDUALES - ITERACIÓN 2"]
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["T",0.15]
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["CUADRO 6.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO AGUAS RESIDUALES - ITERACIÓN 3"]
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[null,null,null,null,3,{"$f":"IF(H60<H188,H60,H188)","v":46.89},3,{"$f":"+H84","v":46.64},80,3.1250000000000002E-3,{"$f":"+K84","v":1264},15.456099999999999,1.5456099999999999E-2,0.17001388158888045,6.6934599050740333,8,{"$f":"IF(O85>0,VLOOKUP(P85,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},1.8535256452762897E-2,0.83387570273925649,{"$f":"+IF(S85>$B$13,VLOOKUP(P85,'$ alcantarillado'!$I$6:$N$22,5),P85)","v":8},{"$f":"IF(O85>0,VLOOKUP(T85,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.182},1.8535256452762897E-2,0.83387570273925649,0.71246894962762097,{"$f":"IF(T85>0,(VLOOKUP($W85,Relaciones!$A$4:$D$108,2)),\"\")","v":0.99299999999999999},0.70748166698022763,0.14218749999999999,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI85>0,I85*VLOOKUP(T85,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP58>0,IF(AP186>0,AP58+AP186,0),0)","v":23265455.804000024},""]
[null,null,null,null,4,{"$f":"IF(H65<H193,H65,H193)","v":46.765000000000001},3,46.64,80,{"$f":"+(F86-H86)/I86","v":1.5625000000000001E-3},1264,15.456099999999999,1.5456099999999999E-2,0.19360987610428701,7.6224360670979143,8,{"$f":"IF(O86>0,VLOOKUP(P86,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},1.3106405528780356E-2,1.1792783281472521,{"$f":"+IF(S86>$B$13,VLOOKUP(P86,'$ alcantarillado'!$I$6:$N$22,5),P86)","v":10},{"$f":"IF(O86>0,VLOOKUP(T86,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.22700000000000001},2.3624476083504924E-2,0.65424096370931817,0.5837415275508655,{"$f":"IF(T86>0,(VLOOKUP($W86,Relaciones!$A$4:$D$108,2)),\"\")","v":0.92200000000000004},0.53820968840189798,8.8671875000000011E-2,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI86>0,I86*VLOOKUP(T86,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP63>0,IF(AP191>0,AP63+AP191,0),0)","v":23384885.804000027},"",null,2,3]
[null,null,null,null,5,{"$f":"IF(H70<H193,H70,H193)","v":46.765000000000001},3,{"$f":"+H86","v":46.64},{"$f":"+I86","v":80},1.5625000000000001E-3,{"$f":"+K86","v":1264},15.456099999999999,1.5456099999999999E-2,{"$f":"+IF(J87>0,((M87*$B$2*(4^(5/3))/((J87^0.5)*PI()*$B$6))^(3/8)),0)","v":0.19360987610428701},{"$f":"+N87*(100/2.54)","v":7.6224360670979143},8,{"$f":"IF(O87>0,VLOOKUP(P87,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},{"$f":"IF(P87>0,PI()*((Q87)^(8/3))*((J87)^0.5)/($B$2*4^(5/3)),\"\")","v":1.3106405528780356E-2},{"$f":"IF(P87>0,+M87/R87,0)","v":1.1792783281472521},{"$f":"+IF(S87>$B$13,VLOOKUP(P87,'$ alcantarillado'!$I$6:$N$22,5),P87)","v":10},{"$f":"IF(O87>0,VLOOKUP(T87,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.22700000000000001},{"$f":"IF(T87>0,PI()*((U87)^(8/3))*((J87)^0.5)/($B$2*4^(5/3)),\"\")","v":2.3624476083504924E-2},{"$f":"IF(T87>0,M87/V87,0)","v":0.65424096370931817},0.5837415275508655,{"$f":"IF(T87>0,(VLOOKUP($W87,Relaciones!$A$4:$D$108,2)),\"\")","v":0.92200000000000004},0.53820968840189798,8.8671875000000011E-2,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI87>0,I87*VLOOKUP(T87,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP68>0,IF(AP196>0,AP68+AP196,0),0)","v":22514139.33366669},""]
[null,null,null,null,1,{"$f":"IF(H52<H176,H52,H176)","v":47.14},4,{"$f":"+H83-$B$15","v":46.515000000000001},{"$f":"+I83","v":80},{"$f":"+(F88-H88)/I88","v":7.8125E-3},{"$f":"+K83","v":1264},{"$f":"IF(K88<38,K88^0.3686*0.7401,IF(K88<235,K88^0.4193*0.6215,IF(K88<932,K88*0.0092+4.2493,K88*0.0069+6.7345)))","v":15.456099999999999},{"$f":"+L88/1000","v":1.5456099999999999E-2},0.1431761338954268,5.6368556651742834,{"$f":"IF(O88<0.1,0,IF(O88<4,6,EVEN(O88)))","v":6},{"$f":"IF(O88>0,VLOOKUP(P88,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.14499999999999999},1.5986727597372376E-2,0.96680824176552593,{"$f":"+IF(S88>$B$13,VLOOKUP(P88,'$ alcantarillado'!$I$6:$N$22,5),P88)","v":8},{"$f":"IF(O88>0,VLOOKUP(T88,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.182},2.9306813703031953E-2,0.52738930122591177,{"$f":"IF(T88>0,4*V88/(PI()*(U88)^2),\"\")","v":1.1265123214855279},{"$f":"IF(T88>0,(VLOOKUP($W88,Relaciones!$A$4:$D$108,2)),\"\")","v":0.86},{"$f":"IF(T88>0,Y88*X88,\"\")","v":0.96880059647755401},{"$f":"IF(T88>0,250*U88*J88,\"\")","v":0.35546875},{"$f":"IF(T88>0,IF(W88<=$B$13,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T88>0,IF(Z88>=$B$12,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T88>0,IF(AA88>$B$14,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"+IF(AB88=\"OK\",1,0)","v":1},{"$f":"+IF(AC88=\"OK\",1,0)","v":1},{"$f":"+IF(AD88=\"OK\",1,0)","v":1},{"$f":"SUM(AE88:AG88)","v":3},{"$f":"IF(AH88=3,2*$B$7+U88,0)","v":0.68199999999999994},{"$f":"IF(AI88>0,I88*VLOOKUP(T88,'$ alcantarillado'!$I$6:$K$22,3),0)","v":2654586.666666667},3447591.8400000036,1488095.4920000019,{"$f":"IF(AJ88>0,AJ88+AK88+AL88,0)","v":7590273.998666672},{"$f":"IF(AP48>0,IF(AP176>0,AP48+AP176,0),0)","v":0},{"$f":"IF((AM88)>0,IF(AN88>0,AM88+AN88,\"\"),\"\")","v":""},{"$f":"+MIN(AO88:AO92)","v":30946307.427666694}]
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["CUADRO 7.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO AGUAS RESIDUALES - ITERACIÓN 4"]
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[null,null,null,null,3,{"$f":"IF(H60<H188,H60,H188)","v":46.89},3,{"$f":"+H84","v":46.64},80,3.1250000000000002E-3,{"$f":"+K84","v":1264},15.456099999999999,1.5456099999999999E-2,0.17001388158888045,6.6934599050740333,8,{"$f":"IF(O85>0,VLOOKUP(P85,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},1.8535256452762897E-2,0.83387570273925649,{"$f":"+IF(S85>$B$13,VLOOKUP(P85,'$ alcantarillado'!$I$6:$N$22,5),P85)","v":8},{"$f":"IF(O85>0,VLOOKUP(T85,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.182},1.8535256452762897E-2,0.83387570273925649,0.71246894962762097,{"$f":"IF(T85>0,(VLOOKUP($W85,Relaciones!$A$4:$D$108,2)),\"\")","v":0.99299999999999999},0.70748166698022763,0.14218749999999999,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI85>0,I85*VLOOKUP(T85,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP58>0,IF(AP186>0,AP58+AP186,0),0)","v":23207405.804000024},""]
[null,null,null,null,4,{"$f":"IF(H65<H193,H65,H193)","v":46.765000000000001},3,46.64,80,{"$f":"+(F86-H86)/I86","v":1.5625000000000001E-3},1264,15.456099999999999,1.5456099999999999E-2,0.19360987610428701,7.6224360670979143,8,{"$f":"IF(O86>0,VLOOKUP(P86,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},1.3106405528780356E-2,1.1792783281472521,{"$f":"+IF(S86>$B$13,VLOOKUP(P86,'$ alcantarillado'!$I$6:$N$22,5),P86)","v":10},{"$f":"IF(O86>0,VLOOKUP(T86,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.22700000000000001},2.3624476083504924E-2,0.65424096370931817,0.5837415275508655,{"$f":"IF(T86>0,(VLOOKUP($W86,Relaciones!$A$4:$D$108,2)),\"\")","v":0.92200000000000004},0.53820968840189798,8.8671875000000011E-2,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI86>0,I86*VLOOKUP(T86,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP63>0,IF(AP191>0,AP63+AP191,0),0)","v":23326835.804000027},"",null,2,3]
[null,null,null,null,5,{"$f":"IF(H70<H193,H70,H193)","v":46.765000000000001},3,{"$f":"+H86","v":46.64},{"$f":"+I86","v":80},1.5625000000000001E-3,{"$f":"+K86","v":1264},15.456099999999999,1.5456099999999999E-2,{"$f":"+IF(J87>0,((M87*$B$2*(4^(5/3))/((J87^0.5)*PI()*$B$6))^(3/8)),0)","v":0.19360987610428701},{"$f":"+N87*(100/2.54)","v":7.6224360670979143},8,{"$f":"IF(O87>0,VLOOKUP(P87,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.182},{"$f":"IF(P87>0,PI()*((Q87)^(8/3))*((J87)^0.5)/($B$2*4^(5/3)),\"\")","v":1.3106405528780356E-2},{"$f":"IF(P87>0,+M87/R87,0)","v":1.1792783281472521},{"$f":"+IF(S87>$B$13,VLOOKUP(P87,'$ alcantarillado'!$I$6:$N$22,5),P87)","v":10},{"$f":"IF(O87>0,VLOOKUP(T87,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.22700000000000001},{"$f":"IF(T87>0,PI()*((U87)^(8/3))*((J87)^0.5)/($B$2*4^(5/3)),\"\")","v":2.3624476083504924E-2},{"$f":"IF(T87>0,M87/V87,0)","v":0.65424096370931817},0.5837415275508655,{"$f":"IF(T87>0,(VLOOKUP($W87,Relaciones!$A$4:$D$108,2)),\"\")","v":0.92200000000000004},0.53820968840189798,8.8671875000000011E-2,"OK","OK","No Cumple",1,1,0,2,0,{"$f":"IF(AI87>0,I87*VLOOKUP(T87,'$ alcantarillado'!$I$6:$K$22,3),0)","v":0},0,0,0,{"$f":"IF(AP68>0,IF(AP196>0,AP68+AP196,0),0)","v":22456089.33366669},""]
[null,null,null,null,1,{"$f":"IF(H52<H176,H52,H176)","v":47.14},4,{"$f":"+H83-$B$15","v":46.515000000000001},{"$f":"+I83","v":80},{"$f":"+(F88-H88)/I88","v":7.8125E-3},{"$f":"+K83","v":1264},{"$f":"IF(K88<38,K88^0.3686*0.7401,IF(K88<235,K88^0.4193*0.6215,IF(K88<932,K88*0.0092+4.2493,K88*0.0069+6.7345)))","v":15.456099999999999},{"$f":"+L88/1000","v":1.5456099999999999E-2},0.1431761338954268,5.6368556651742834,{"$f":"IF(O88<0.1,0,IF(O88<4,6,EVEN(O88)))","v":6},{"$f":"IF(O88>0,VLOOKUP(P88,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.14499999999999999},1.5986727597372376E-2,0.96680824176552593,{"$f":"+IF(S88>$B$13,VLOOKUP(P88,'$ alcantarillado'!$I$6:$N$22,5),P88)","v":8},{"$f":"IF(O88>0,VLOOKUP(T88,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.182},2.9306813703031953E-2,0.52738930122591177,{"$f":"IF(T88>0,4*V88/(PI()*(U88)^2),\"\")","v":1.1265123214855279},{"$f":"IF(T88>0,(VLOOKUP($W88,Relaciones!$A$4:$D$108,2)),\"\")","v":0.86},{"$f":"IF(T88>0,Y88*X88,\"\")","v":0.96880059647755401},{"$f":"IF(T88>0,250*U88*J88,\"\")","v":0.35546875},{"$f":"IF(T88>0,IF(W88<=$B$13,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T88>0,IF(Z88>=$B$12,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T88>0,IF(AA88>$B$14,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"+IF(AB88=\"OK\",1,0)","v":1},{"$f":"+IF(AC88=\"OK\",1,0)","v":1},{"$f":"+IF(AD88=\"OK\",1,0)","v":1},{"$f":"SUM(AE88:AG88)","v":3},{"$f":"IF(AH88=3,2*$B$7+U88,0)","v":0.68199999999999994},{"$f":"IF(AI88>0,I88*VLOOKUP(T88,'$ alcantarillado'!$I$6:$K$22,3),0)","v":2654586.666666667},3447591.8400000036,1488095.4920000019,{"$f":"IF(AJ88>0,AJ88+AK88+AL88,0)","v":7590273.998666672},{"$f":"IF(AP48>0,IF(AP176>0,AP48+AP176,0),0)","v":0},{"$f":"IF((AM88)>0,IF(AN88>0,AM88+AN88,\"\"),\"\")","v":""},{"$f":"+MIN(AO88:AO92)","v":30888257.427666694}]
[null,null,null,null,2,{"$f":"IF(H55<H181,H55,H181)","v":47.015000000000001},4,{"$f":"+H88","v":46.515000000000001},{"$f":"+I88","v":80},{"$f":"+(F89-H89)/I89","v":6.2500000000000003E-3},{"$f":"+K88","v":1264},{"$f":"IF(K89<38,K89^0.3686*0.7401,IF(K89<235,K89^0.4193*0.6215,IF(K89<932,K89*0.0092+4.2493,K89*0.0069+6.7345)))","v":15.456099999999999},{"$f":"+L89/1000","v":1.5456099999999999E-2},0.14929362341696081,5.8777017093291661,6,{"$f":"IF(O89>0,VLOOKUP(P89,'$ alcantarillado'!$I$5:$L$22,4,FALSE),\"0\")","v":0.14499999999999999},1.4298963858198607E-2,1.0809244748973839,{"$f":"+IF(S89>$B$13,VLOOKUP(P89,'$ alcantarillado'!$I$6:$N$22,5),P89)","v":8},{"$f":"IF(O89>0,VLOOKUP(T89,'$ alcantarillado'!$I$5:$L$22,4),\"0\")","v":0.182},2.6212811057560712E-2,0.58963916407362604,{"$f":"IF(T89>0,4*V89/(PI()*(U89)^2),\"\")","v":1.0075832513330949},{"$f":"IF(T89>0,(VLOOKUP($W89,Relaciones!$A$4:$D$108,2)),\"\")","v":0.89},{"$f":"IF(T89>0,Y89*X89,\"\")","v":0.8967490936864545},{"$f":"IF(T89>0,250*U89*J89,\"\")","v":0.28437499999999999},{"$f":"IF(T89>0,IF(W89<=$B$13,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T89>0,IF(Z89>=$B$12,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"IF(T89>0,IF(AA89>$B$14,\"OK\",\"No Cumple\"),\"\")","v":"OK"},{"$f":"+IF(AB89=\"OK\",1,0)","v":1},1,1,{"$f":"SUM(AE89:AG89)","v":3},{"$f":"IF(AH89=3,2*$B$7+U89,0)","v":0.68199999999999994},{"$f":"IF(AI89>0,I89*VLOOKUP(T89,'$ alcantarillado'!$I$6:$K$22,3),0)","v":2654586.666666667},3570351.8400000036,1575343.1170000019,{"$f":"IF(AJ89>0,AJ89+AK89+AL89,0)","v":7800281.623666672},{"$f":"IF(AP53>0,IF(AP181>0,AP53+AP181,0),0)","v":23087975.804000024},30888257.427666694]
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{"sheet":"$ alcantarillado","index":4,"n_rows":33,"n_cols":22,"rows_kept":33,"cut":false,"hidden":false,"merged":[[1,7,1,11],[2,7,2,11]]}
[]
["ESPECIALIZACION  EN RECURSOS HIDRAULICOS  Y MEDIO AMBIENTE"]
["PROYECTO DE GRADO"]
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[null,null,null,null,null,null,null,"DIAMETRO NOMINAL (mm)","DIAMETRO NOMINAL (in)","PRECIO CON IVA(TUBO)","PRECIO CON IVA(m)","Diámetro interno",null,"SIG MAYOR"]
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[]
[]
[]
[]
[]
[]
[]
[null,null,null,null,null,null,null,"PUNTO DE VERTIMIENTO","POZO No.","UNIDADES DE HUNTER"]
[null,null,null,null,null,null,null,"BODEGA TIPO","1, 5,3",158]
[null,null,null,null,null,null,null,"SERVICIOS ELECTRICOS",6,17]
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["Cuadro 2."]
["RELACIONES HIDRAULICAS EN FUNCION DE q/Q"]
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[6.0000000000000005E-2,0.47299999999999998,0.19600000000000001,0.45200000000000001]
[7.0000000000000007E-2,0.49199999999999999,0.21,0.48499999999999999]
[0.08,0.505,0.22,0.51500000000000001]
[0.09,0.52,0.23200000000000001,0.54200000000000004]
[9.9999999999999992E-2,0.54,0.248,0.56799999999999995]
[0.10999999999999999,0.55300000000000005,0.25800000000000001,0.59199999999999997]
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[0.15,0.6,0.29799999999999999,0.67800000000000005]
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[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"COMPARATIVO RED EXISTENTE VS. OPTIMIZACIÓN\nRAMAL PRINCIPAL\n"]
[null,null,"Tabla 1."]
[null,null,"Ahorro  Red Alcantarillado Aguas Residuales vs. Caso Incial Construido"]
[]
[null,null,null,null,"POZO",1,2,5,6,7,10,"Total costo Red ($)","Ahorro (%)"]
[null,null,null,null,"RASANTE",49.3,49.2,49.09,49.09,49.09,48.9]
[null,null," CONS TRUIDA","COTAS CLAVES (m)",null,47.4,47,46.57,46.17,45.77,45.39,{"$f":"+'[1]LOGIKA AR'!$O$20","v":56599914.677333318},{"$f":"(1-L7/$L$7)","v":0}]
[null,null,null,"DIAMETROS (in)",null,8,8,8,8,8,8]
[]
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