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[]
["CUADRO 8.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO  AGUAS LLUVIAS- ITERACIÓN 1"]
[]
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[]
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[]
["N",0.01]
["ANCHO EXC",{"$f":"0.5+N23","v":0.76428036977042235},"m"]
["DS",0.1,"m",null,null,null,"BODEGA TIPO",158]
["RECUBRIMIENTO",1,"m",null,null,null,"SERV. ELECTRICOS",{"$f":"10+4+2+1","v":17},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"0.5/5","v":0.1}]
["C0",1,null,null,null,null,"PORTERIA 2 INLCUYE OF ADMON",{"$f":"10+3*4+4*1","v":26},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,0.5]
["ANCHO COMPACTADOR",0.25,"m",null,null,null,"SERVICIOS BOMBAS",{"$f":"1+30+3+(145)","v":179},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,80,{"$f":"+AL6/100","v":5.0000000000000001E-3},{"$f":"+AK7*AL7","v":0.4},{"$f":"+AK7-AM7","v":79.599999999999994}]
[null,"Costos",null,null,null,null,"PORTERIA 1",{"$f":"1+10","v":11}]
["EXCAVACIÓN","$/m3",18000]
["POZO ","$/m",697981,null,null,null,"BASURAS Y CONDUCTORES",{"$f":"5+70+7+20","v":102}]
[null,null,null,null,null,null,"MANTENIMIENTO",3,null,null,null,{"$f":"48.7-47.62","v":1.0800000000000054}]
["VEL MIN",0.75,null,null,null,null,"BLOQUE 1 CROS DOCKING",{"$f":"150+16+3+80","v":249}]
["Q/Qo MIN",0.999,null,null,null,null,"BLOQUE 2 CROS DOCKING",{"$f":"40+4+1+20","v":65}]
["T",0.3]
["DS",{"$f":"B4/4","v":2.5000000000000001E-2}]
["CUADRO 9.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO  AGUAS LLUVIAS- ITERACIÓN 2"]
[]
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["CUADRO 10.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO  AGUAS LLUVIAS- ITERACIÓN 3"]
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["CUADRO 11.  PROGRAMACIÓN DINAMICA PARA EL CÁLCULO LA RED DE ALCANTARILLADO  AGUAS LLUVIAS- ITERACIÓN 4"]
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{"sheet":"$ alcantarillado","index":5,"n_rows":28,"n_cols":22,"rows_kept":28,"cut":false,"hidden":false,"merged":[]}
[]
["ESPECIALIZACION  EN RECURSOS HIDRAULICOS  Y MEDIO AMBIENTE"]
["PROYECTO DE GRADO"]
[]
[]
[]
[]
[]
[]
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[null,null,null,null,null,null,null,"(mm)","(in)","PRECIO CON IVA(TUBO)","PRECIO CON IVA(m)","Diámetro interno","SIG MAYOR"]
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["RELACIONES HIDRAULICAS EN FUNCION DE q/Q"]
[]
["q/Q","v/V","d/D","t/T"]
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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]
[0.11999999999999998,0.56999999999999995,0.27,0.61499999999999999]
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[0.15,0.6,0.29799999999999999,0.67800000000000005]
[0.16,0.61299999999999999,0.308,0.69699999999999995]
[0.17,0.624,0.315,0.71499999999999997]
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[0.19,0.64500000000000002,0.33400000000000002,0.748]
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[0.22000000000000003,0.67200000000000004,0.36199999999999999,0.79400000000000004]
[0.23000000000000004,0.68,0.37,0.80900000000000005]
[0.24000000000000005,0.68700000000000006,0.379,0.82199999999999995]
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[]
[null,null,"Tabla 1."]
[null,null,"Ahorro  Red Alcantarillado Aguas Lluvias vs. Caso Incial Construido"]
[]
[null,null,null,null,"POZO",1,2,3,4,5,6,7,"Total costo Red ($)","Ahorro (%)"]
[null,null,null,null,"RASANTE",48.7,48.7,48.7,48.7,48.7,48.7,48.5]
[null,null," CONS-TRUIDA","COTAS CLAVES (m)",null,47.62,47.57,47.43,47.3,47.17,47.03,46.89,{"$f":"+'[1]LOGIKA ALL'!$O$18","v":46107772.005358994},{"$f":"(1-M7/$M$7)","v":0}]
[null,null,null,"DIAMETROS (in)",null,null,12,16,20,24,24,24]
[]
[null,null,"EN ANALISIS PARA OPTIMIZACIÓN","COTAS CLAVES (m)"," ITERACIÓN 1",47.7,47.6,47.5,47.4,47.3,47.2,47.1,{"$f":"+'LOGIKA ALL-1'!AP163","v":46716663.38069234},{"$f":"(1-M10/$M$7)","v":-1.3205829491448329E-2}]
[null,null,null,"DIAMETROS (in)",null,null,12,18,20,24,24,24]
[null,null,null,"COTAS CLAVES (m)"," ITERACIÓN 2",47.7,47.65,47.55,47.45,47.28,47.2,47.1,{"$f":"+'LOGIKA ALL-2'!AP158","v":43123400.993820548},{"$f":"(1-M12/$M$7)","v":6.4725986135083291E-2}]
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[null,null,null,"COTAS CLAVES (m)"," ITERACIÓN 3",47.7,47.65,47.5,47.4,47.23,47.15,47.05,{"$f":"+'LOGIKA ALL-3'!AP158","v":43123400.993820548},6.4725986135083291E-2]
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[null,null,null,"COTAS CLAVES (m)"," ITERACIÓN 4",47.7,47.65,47.5,47.4,47.23,47.1,47.05,{"$f":"+'LOGIKA ALL 4'!AP158","v":42198824.078820542},8.4778503851457465E-2]
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