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[]
["TESIS:",null,"Control de escorrentías urbanas mediante pozos de infiltración: Aplicación práctica a un tramo del Colector de aguas lluvias de la localidad de Fontibón Bogotá D.C."]
[]
["Nombre del proyecto:"]
["Fecha:",null,{"$f":"TODAY()","v":"2016-08-31"}]
[]
["Diseñador:",null,"Duván Cubides"]
[]
["Esta hoja de cálculo permite diseñar a flujo libre y comprobar alcantarillados pluviales por analisis del flujo uniforme, onda cinemática u onda dinámica,  generando el modelo hidráulico e hidrologico en el Software gratuito desarrollado por la EPA (United States Environmental Protection Agency), EPA SWMM."]
[]
[null,null,null,"Parámetros hidráulicos de entrada",null,null,null,null,null,"Parámetros hidrológicos de entrada"]
[]
["Tiempo de concentración incial  (SCS)",null,null,null,null,null,null,null,"Constantes IDF Proyecto"]
[]
["Cobertura de la superficie",null,"Pendiente %","a","Velocidad(m/s)","Longitud (m)","Tc(minutos)",null,"TR","C1","Xo","C2"]
["Antejardín",null,2.5,2,{"$f":"D16*(C16/100)^0.5","v":0.31622776601683794},5.2,{"$f":"F16/E16/60","v":0.27406406388125953},null,3,2336.2600000000002,18.100000000000001,-1.02]
["Tejado",null,25,2.7,{"$f":"D17*(C17/100)^0.5","v":1.35},12.5,{"$f":"F17/E17/60","v":0.15432098765432098},null,5,2558.88,17.5,-1.01]
["Vía",null,0.3,6.5,{"$f":"D18*(C18/100)^0.5","v":0.35601966237835797},110.6,{"$f":"F18/E18/60","v":5.1776166547069549},null,10,3261.18,18.7,-1.03]
[null,null,null,null,null,"Tc",{"$f":"IF(SUM(G16:G18)<10,10,SUM(G16:G18))","v":10}]
[]
["Elija la metodologia para la determinación de caudales"]
[]
[null,"Areas aferentes y caudales por nodos",null,null,null,"◄"]
[]
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["INFORMACIÓN DE LOS POZOS",null,null,null,null,null,null,null,null,null,"DETERMINACIÓN DEL CAUDAL",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,null,null,null,null,null,null,null,null,null,null,null,null,"DISEÑO HIDRÁULICO",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,"PROCESAMIENTO Y RESULTADOS"]
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["PD19","Tipo_1",null,"No aplica",null,92841.755099999995,107519.1931,2542.5,null,null,null,"PD19","PD10",2542.5,2542.25,0,0,43.732278227981006,null,0.79277297000000002,null,null,0.79277297000000002,0.5,0,100,5.0000000000000001E-3,3,5,"AREAS 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["PD10","Tipo_1",null,"No 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["PD7","Tipo_1",null,"No aplica",null,93023.261499999993,107485.13310000001,2543.5,null,null,null,"PD9","PD10",2542.27,2542.25,0,0,49.400595697721968,null,0.59751812999999998,null,null,0.59751812999999998,0.5,0,100,5.0000000000000001E-3,3,5,"AREAS 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["P83","Tipo_1",null,"No 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Analisis Flujo Uniforme'!BG128,'Tablas y listas'!$D$4:$D$17,0),4))","v":""},null,{"$f":"IF(OR(BI128=\"\"),\"\",IFERROR(IF($BI$30=\"Pulgadas\",INDEX('Tablas y listas'!$B$64:$D$89,MATCH('1. 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Analisis Flujo Uniforme'!BG129,'Tablas y listas'!$D$4:$D$17,0),4))","v":""},null,{"$f":"IF(OR(BI129=\"\"),\"\",IFERROR(IF($BI$30=\"Pulgadas\",INDEX('Tablas y listas'!$B$64:$D$89,MATCH('1. 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{"sheet":"2. Hietogramas de diseño","index":1,"n_rows":119,"n_cols":53,"rows_kept":119,"cut":false,"hidden":false,"merged":[[24,1,24,2],[16,5,17,8],[16,41,17,44],[15,41,15,44],[15,45,15,48],[15,9,15,12],[15,27,15,30],[15,22,15,26],[15,5,15,8],[16,27,16,28],[16,29,16,30],[17,27,17,28],[17,29,17,30],[17,9,17,10],[16,22,17,26],[25,1,25,2],[26,1,26,2],[27,1,27,2],[28,1,28,2],[112,2,112,6],[32,6,32,7],[34,4,34,5],[31,0,31,7],[32,0,33,0],[32,1,33,1],[32,2,33,2],[32,3,33,3],[32,4,33,5],[32,13,33,13],[32,14,33,14],[32,15,33,15],[31,8,31,12],[31,13,31,15],[32,8,32,11],[26,19,26,20],[27,19,27,20],[10,0,10,38],[21,37,21,38],[22,1,22,2],[23,0,23,2],[17,11,17,12],[16,11,16,12],[16,9,16,10],[12,1,12,15],[12,19,12,33],[21,1,21,2],[21,19,21,20],[22,19,22,20],[23,18,23,20],[24,19,24,20],[31,31,31,33],[32,18,33,18],[32,19,33,19],[32,20,33,20],[32,21,33,21],[32,22,33,23],[32,24,32,25],[32,26,32,29],[32,31,33,31],[32,32,33,32],[32,33,33,33],[31,18,31,25],[31,26,31,30],[28,19,28,20],[25,19,25,20],[34,22,34,23],[12,37,12,51],[16,45,16,46],[16,47,16,48],[17,45,17,46],[17,47,17,48],[22,37,22,38],[23,36,23,38],[24,37,24,38],[25,37,25,38],[26,37,26,38],[27,37,27,38],[28,37,28,38],[34,40,34,41],[31,36,31,43],[31,44,31,48],[31,49,31,51],[32,36,33,36],[32,37,33,37],[32,38,33,38],[32,39,33,39],[32,40,33,41],[32,42,32,43],[32,44,32,47],[32,49,33,49],[32,50,33,50],[32,51,33,51]]}
[]
["TESIS:",null,"Control de escorrentías urbanas mediante pozos de infiltración: Aplicación práctica a un tramo del Colector de aguas lluvias de la localidad de Fontibón Bogotá D.C."]
[]
["Nombre del proyecto:"]
["Fecha:",null,{"$f":"TODAY()","v":"2016-08-31"}]
[]
["Autor:",null,"Duván Cubides - duvan.cubides@hotmail.com"]
[]
["Esta hoja de cálculo permite diseñar a flujo libre y comprobar alcantarillados pluviales por analisis del flujo uniforme, onda cinemática u onda dinámica,  generando el modelo hidráulico e hidrologico en el Software gratuito desarrollado por la EPA (United States Environmental Protection Agency), EPA SWMM."]
[]
["Para el analisis del flujo en la red de aguas lluvias  se tendrá presenta las series de datos a partir de (Intensidades,hietogramas u otros) generados."]
[]
["Seleccione:","CARGAR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"◄",null,"Seleccione:","CARGAR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"◄",null,"Seleccione:","CARGAR",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"◄"]
[]
["Formato de la lluvia:","VOLUME","◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Formato de la lluvia:","VOLUME","◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Formato de la lluvia:","VOLUME","◄"]
["Inicio de la lluvia","00:00:00","◄",null,null,"Nombre Pluviometro:",null,null,null,{"$f":"CONCATENATE(IF(B15=\"INTENSITY\",\"Intensidad_\",IF(B15=\"VOLUME\",\"Hietograma_\",IF(B15=\"CUMULATIVE\",\"Acumulado_\"))),TRIM(A22),TRIM(B22),\"_años\")","v":"Hietograma_Tr_3_años"},null,null,null,null,null,null,null,null,"Inicio de la lluvia","00:00:00","◄",null,"Nombre Pluviometro:",null,null,null,null,{"$f":"CONCATENATE(IF(T15=\"INTENSITY\",\"Intensidad_\",IF(T15=\"VOLUME\",\"Hietograma_\",IF(T15=\"CUMULATIVE\",\"Acumulado_\"))),TRIM(S22),TRIM(T22),\"_años\")","v":"Hietograma_Tr_5_años"},null,null,null,null,null,null,null,null,"Inicio de la lluvia","00:00:00","◄",null,null,"Nombre Pluviometro:",null,null,null,{"$f":"CONCATENATE(IF(AL15=\"INTENSITY\",\"Intensidad_\",IF(AL15=\"VOLUME\",\"Hietograma_\",IF(AL15=\"CUMULATIVE\",\"Acumulado_\"))),TRIM(AK22),TRIM(AL22),\"_años\")","v":"Hietograma_Tr_10_años"}]
["Duración de la lluvia",{"$f":"B18*72","v":"01:12:00"},null,null,null,"Coordenadas Pluviometro",null,null,null,"Este (X)\n[msnm]",null,"Norte (Y)\n[msnm]",null,null,null,null,null,null,"Duración de la lluvia",{"$f":"T18*72","v":"01:12:00"},null,null,"Coordenadas Pluviometro",null,null,null,null,"Este (X)\n[msnm]",null,"Norte (Y)\n[msnm]",null,null,null,null,null,null,"Duración de la lluvia",{"$f":"AL18*72","v":"01:12:00"},null,null,null,"Coordenadas Pluviometro",null,null,null,"Este (X)\n[msnm]",null,"Norte (Y)\n[msnm]"]
["Intervalo de la lluvia","00:01:00","◄",null,null,null,null,null,null,{"$f":"MAX('1. Analisis Flujo Uniforme'!$F$31:$F$262)+50","v":93481.313800000004},null,{"$f":"MAX('1. Analisis Flujo Uniforme'!G31:G262)","v":107580.89690000001},null,"◄",null,null,null,null,"Intervalo de la lluvia","00:01:00","◄",null,null,null,null,null,null,{"$f":"MAX('1. Analisis Flujo Uniforme'!$F$31:$F$262)-50","v":93381.313800000004},null,{"$f":"MAX('1. Analisis Flujo Uniforme'!G31:G262)","v":107580.89690000001},null,"◄",null,null,null,null,"Intervalo de la lluvia","00:01:00","◄",null,null,null,null,null,null,{"$f":"MAX('1. Analisis Flujo Uniforme'!$F$31:$F$262)","v":93431.313800000004},null,{"$f":"MAX('1. Analisis Flujo Uniforme'!G31:G262)+50","v":107630.89690000001},null,"◄"]
["Origen de Datos:","TIMESERIES","◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Origen de Datos:","TIMESERIES","◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Origen de Datos:","TIMESERIES","◄"]
["Factor Nieve:",1,"◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor Nieve:",1,"◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Factor Nieve:",1,"◄"]
[]
["Tr_",3,null,"◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tr_",5,null,"◄",null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Tr_",10,null,"◄"]
["Precipitación aplicada [mm]",{"$f":"C110","v":28.436957739032387},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Precipitación aplicada [mm]",{"$f":"U110","v":32.801212691317261},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Precipitación aplicada [mm]",{"$f":"AM110","v":37.689511681658104}]
["Precipitación efectiva [mm]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Precipitación efectiva [mm]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Precipitación efectiva [mm]"]
["Ptotal [mm]",{"$f":"B23","v":28.436957739032387},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ptotal [mm]",{"$f":"T23","v":32.801212691317261},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Ptotal [mm]",{"$f":"AL23","v":37.689511681658104}]
["% P total",{"$f":"IF($J$112=0,1,ROUND(Interpolar(B28,'2. Hietogramas de diseño'!$I$114:$J$119)/100,2))","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"% P total",{"$f":"IF($J$112=0,1,ROUND(Interpolar(T28,'2. Hietogramas de diseño'!$I$114:$J$119)/100,2))","v":1},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"% P total",{"$f":"IF($J$112=0,1,ROUND(Interpolar(AL28,'2. Hietogramas de diseño'!$I$114:$J$119)/100,2))","v":1}]
["P cuenca ",{"$f":"B26*B25","v":28.436957739032387},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P cuenca ",{"$f":"T26*T25","v":32.801212691317261},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"P cuenca ",{"$f":"AL26*AL25","v":37.689511681658104}]
["Duración (horas)",{"$f":"B17*1440/60","v":1.2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Duración (horas)",{"$f":"T17*1440/60","v":1.2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Duración (horas)",{"$f":"AL17*1440/60","v":1.2}]
["Nombre de la serie:",{"$f":"CONCATENATE(\"Serie_\"&LEFT(B15,3)&\"_\",TRIM(A22),TRIM(B22),\"_años\")","v":"Serie_VOL_Tr_3_años"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nombre de la serie:",{"$f":"CONCATENATE(\"Serie_\"&LEFT(T15,3)&\"_\",TRIM(S22),TRIM(T22),\"_años\")","v":"Serie_VOL_Tr_5_años"},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Nombre de la serie:",{"$f":"CONCATENATE(\"Serie_\"&LEFT(AL15,3)&\"_\",TRIM(AK22),TRIM(AL22),\"_años\")","v":"Serie_VOL_Tr_10_años"}]
[]
[]
["Cálculo Hietograma",null,null,null,null,null,null,null,"Hietograma de diseño (método del bloque alterno):",null,null,null,null,"Hietograma cargado a SWMM",null,null,null,null,"Cálculo Hietograma",null,null,null,null,null,null,null,"Hietograma de diseño (método del bloque alterno):",null,null,null,null,"Hietograma cargado a SWMM",null,null,null,null,"Cálculo Hietograma",null,null,null,null,null,null,null,"Hietograma de diseño (método del bloque alterno):",null,null,null,null,"Hietograma cargado a SWMM"]
["Duración","Intensidad","Profundidad acumulada","Incremento profundidad","Intervalo de tiempo",null,"Precipitación total",null,"Corrección curva IDF estación:",null,null,null,{"$f":"IF(B27=0,1,B27/K110)","v":1},"Fecha","Hora","Valor",null,null,"Duración","Intensidad","Profundidad acumulada","Incremento profundidad","Intervalo de tiempo",null,"Precipitación total",null,"Corrección curva IDF estación:",null,null,null,{"$f":"IF(T27=0,1,T27/AC110)","v":1.0000000000000002},"Fecha","Hora","Valor",null,null,"Duración","Intensidad","Profundidad acumulada","Incremento profundidad","Intervalo de tiempo",null,"Precipitación total",null,"Corrección curva IDF estación:",null,null,null,{"$f":"IF(AL27=0,1,AL27/AU110)","v":0.99999999999999978},"Fecha","Hora","Valor"]
[null,null,null,null,null,null,"Incremento","Acumulada","Número de orden","Número arreglo","ΔP alternada","Número orden final","ΔP Corregido",null,null,null,null,null,null,null,null,null,null,null,"Incremento","Acumulada","Número de orden","Número arreglo","ΔP alternada","Número orden final","ΔP Corregido",null,null,null,null,null,null,null,null,null,null,null,"Incremento","Acumulada","Número de orden","Número arreglo","ΔP alternada","Número orden final","ΔP Corregido"]
["[min]","[mm/hh]","[mm]","[mm]","[min]",null,"[mm]","[mm]","[ ]","[ ]",null,"[ ]",null,"[mm/dd/yyyy]","[hh:mm]","[mm]",null,null,"[min]","[mm/hh]","[mm]","[mm]","[min]",null,"[mm]","[mm]","[ ]","[ ]",null,"[ ]",null,"[mm/dd/yyyy]","[hh:mm]","[mm]",null,null,"[min]","[mm/hh]","[mm]","[mm]","[min]",null,"[mm]","[mm]","[ ]","[ ]",null,"[ ]",null,"[mm/dd/yyyy]","[hh:mm]","[mm]"]
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[]
["TOTALES",null,{"$f":"MAX('2. Hietogramas de diseño'!C36:C108)","v":28.436957739032387},null,null,null,null,null,null,null,{"$f":"SUMIF(K37:K108,\"<>#¡NUM!\")","v":28.436957739032387},null,{"$f":"SUMIF(M37:M108,\"<>#¡NUM!\")","v":28.449999999999992},null,null,null,null,null,"TOTALES",null,{"$f":"MAX('2. Hietogramas de diseño'!U36:U108)","v":32.801212691317261},null,null,null,null,null,null,null,{"$f":"SUMIF(AC37:AC108,\"<>#¡NUM!\")","v":32.801212691317254},null,{"$f":"SUMIF(AE37:AE108,\"<>#¡NUM!\")","v":32.79},null,null,null,null,null,"TOTALES",null,{"$f":"MAX('2. Hietogramas de diseño'!AM36:AM108)","v":37.689511681658104},null,null,null,null,null,null,null,{"$f":"SUMIF(AU37:AU108,\"<>#¡NUM!\")","v":37.689511681658111},null,{"$f":"SUMIF(AW37:AW108,\"<>#¡NUM!\")","v":37.71}]
[]
["Listado de pluviometros",null,"Curva profundidad-área (OMM, Ven Te Chow figura 14.1.3)",null,null,null,null,null,"A (Km2) =",0]
[{"$f":"IF(B13=\"NO CARGAR\",\"\",J16)","v":"Hietograma_Tr_3_años"},null,"% precipitación = a + b * A + c * A2 + dA3",null,null,null,null,null,"D (horas)","% precipitación"]
[{"$f":"IF(AL13=\"NO CARGAR\",\"\",AB16)","v":"Hietograma_Tr_5_años"},null,"D (horas)","a","b","c","d",null,0,{"$f":"J115","v":97.061999999999998}]
[{"$f":"IF(AL13=\"NO CARGAR\",\"\",AT16)","v":"Hietograma_Tr_10_años"},null,24,99.298000000000002,-3.0499999999999999E-2,4.0000000000000003E-5,-2E-8,null,0.5,97.061999999999998]
["No",null,6,99.644000000000005,-5.6300000000000003E-2,4.0000000000000003E-5,-2.9999999999999997E-8,null,1,97.798000000000002]
[null,null,3,99.319000000000003,-8.5300000000000001E-2,1E-4,-5.9999999999999995E-8,null,3,99.319000000000003]
[null,null,1,97.798000000000002,-0.17150000000000001,2.9999999999999997E-4,-1.9999999999999999E-7,null,6,99.644000000000005]
[null,null,0.5,97.061999999999998,-0.37290000000000001,1.2999999999999999E-3,-1.9999999999999999E-6,null,24,99.298000000000002]

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[]
["TESIS:",null,"Control de escorrentías urbanas mediante pozos de infiltración: Aplicación práctica a un tramo del Colector de aguas lluvias de la localidad de Fontibón Bogotá D.C."]
[]
["Nombre del proyecto:"]
["Fecha:",null,{"$f":"TODAY()","v":"2016-08-31"}]
[]
["Autor:",null,"Duván Cubides - duvan.cubides@hotmail.com"]
[]
["Esta hoja de cálculo permite diseñar a flujo libre y comprobar alcantarillados pluviales por analisis del flujo uniforme, onda cinemática u onda dinámica,  generando el modelo hidráulico e hidrologico en el Software gratuito desarrollado por la EPA (United States Environmental Protection Agency), EPA SWMM."]
[]
[null,"Tipo de analisis\nhidráulico de Transporte:",null,"Onda Dinámica [OD]",null,"◄",null,"Cargar Fondo:",{"$f":"IF(H12=FALSE,\"\",Extension_fondo())","v":"C:\\Users\\DC\\Documents\\MAESTRIA\\TESIS\\Tesis 8 26 2016 vfg\\Escenario 3\\Fondo.wmf"},null,null,null,null,"◄"]
[null,"Fecha de inicio:",{"$f":"TODAY()","v":"2016-08-31"},"Fecha final:",{"$f":"TODAY()","v":"2016-08-31"},"◄",null,true]
[null,"Hora de Inicio:","00:00:00","Hora final:","06:00:00","◄",null,"Dimensiones del fondo"]
[null,null,null,"Intervalos Informe","00:15:00","◄",null,null,null,null,93681.974199999997,107951.81759999999]
[null,null,null,null,null,null,null,null,null,null,"x","y"]
[]
[null,null,null,null,null,null,null,92481.974199999997,106751.81759999999]
[null,null,null,null,null,null,null,"x","y"]
[]
["INFORMACIÓN REQUERIDA PARA GENERAR EL MODELO SWMM"]
["Información para el analisis del flujo (Uniforme, Onda cinemática u Onda dinámica)",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,null,null,"Low Impact Development (LID's CONTROLS)"]
["TRAMO","Tipo del ducto","DIMENSIONES BOX CULVERT",null,"Cantidad de ductos","Para secciones trapezoidales",null,"Cota batea inicial","Cota batea final","Profundidad pozo inicial","Profundidad pozo final","Desnivel inicial (medida desde el fondo del pozo)\n[m]","Desnivel final (medida desde el fondo del pozo)\n[m]","Descripción de las areas asociadas al pozo",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Información requerida para el analisis de infiltración (Método de Horton)",null,null,null,null,"Control LID","ID OCULTAR","ID OCULTAR","Area del control LID",null,"Numero de unidades","Ancho de la superficie por unidad","Porcentaje inicialmente saturado","Porcentaje de área impermeable tratada","Enviar el drenaje del flujo a:","Devolver todo el flujo de salida hacia la zona anterior","Superficie",null,null,null,null,null,"Almacenamiento",null,null,null,"Drenaje"]
["ID",null,"Ancho B [m]","Alto H [m]",null,"Zi","Zd","[msnm]","[msnm]","[m] ","[m]","[m]","[m]","ID","Pluviometro asociado","Área Subcuenca\n[Ha]","Poncertaje de área impermeable\n[%]","Coefiente de manning área impermeable\n[ ]",null,"Coefiente de manning área permeable\n[ ]",null,"Profundidad de la depresión de almacenamiento en el área impermeable\n[m]","Profundidad de la depresión de almacenamiento en el área permeable\n[m]","Porcentaje de área impermeable sin almacenamiento en depresiones\n[%]","Elección de enrutamiento interno entre sub-áreas permeables e impermeables","Porcentaje de la escorrentía enrutada entre subáreas\n[%]","Ancho de la trayectoria de flujo superficial\n[m]","Pendiente de la superficie\n[%]","longitud de acera (si es necesario para las funciones de acumulación de contaminantes)\n[m]","Nombre del conjunto de parámetros de la capa de nieve (para el análisis de derretimiento de la nieve solamente)","Índice máximo en la curva de infiltración de Horton\n[mm/hr]","Índice mínimo en la curva de infiltración de Horton\n[mm/hr]","Constante de desintegración\n[ 1/hr ]","Tiempo de secado\n[días]","Máximo volumen posible de infiltración (si no aplica colocar 0)",null,null,null,"[m²]",null,"[un]","[m]","[%]","[%]",null,"[Si / No]","Profunidad de almacenamiento\n[mm]","Fracción del volumen de vegetación\n[%]","Rugosidad de la superficie",null,null,"Pendiente de la superficie\n[%]","Espesor de capa de grava o altura del barril\n[mm]","Relación de vacios\n[ ]","Tasa de infiltración\n[mm/h]","Factor de obstrucción\n[ ]","Coeficiente de drenaje\nC","Exponente de drenaje\nn","Desfase de altura\n[mm]"]
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[]
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[";;--------------","----------","----------","----------","----------","----------","----------","-----------"]
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[]
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[";;--------------","----------","----------","----------","----------","----------"]
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[]
["[LID_CONTROLS]"]
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[";;Subcatchment","LID Process","Number","Area","Width","InitSat","FromImp","ToPerv","RptFile","DrainTo"]
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[]
["[LOSSES]"]
[";;Link","Inlet","Outlet","Average","Flap Gate"]
[]
["[TIMESERIES]"]
[";;Nombre","Fecha","Hora","Valor"]
[";;--------------","----------","----------","----------"]
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[";---------------","------------------","------------------"]
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["SHAPE (FORMA)",null,"COEFICIENTE DE RUGOSIDAD - RAS - Titulo D - Tabla D.2.2 - Valores del coeficiente de rugosidad de Manning",null,null,null,null,null,"ID","Tipo","POZO SWMM",null,null,null,null,"Intensidad de la lluvia",null,"Lluvia",null,"TIPO DE DESCARGA"]
["CIRCULAR",null,"MATERIAL","EQUIVALENCIA","RUGOSIDAD",null,null,null,"Tipo_1","Pozo","Junction",null,null,null,null,"00:01:00",null,"00:00:00",null,"FREE (Libre)"]
["FORCE_MAIN",null,"ASBESTO - CEMENTO","CONCRETO",1.0999999999999999E-2,1.4999999999999999E-2,{"$f":"IF(OR(E4=\"\",F4=\"\"),\"\",AVERAGE(E4:F4))","v":1.2999999999999999E-2},null,"Tipo_2","Descarga","Outfall",null,null,null,null,"00:05:00",null,"00:05:00",null,"NORMAL"]
["FILLED_CIRCULAR",null,"CONCRETO PREFABRICADO INTERIOR LISO",null,1.0999999999999999E-2,1.4999999999999999E-2,1.2999999999999999E-2,null,"Tipo_3","Divisor","Divider",null,null,null,null,"00:10:00",null,{"$f":"R4+R4","v":"00:10:00"},null,"FIXED (Fija)"]
["RECT_CLOSED",null,"CONCRETO PREFABRICADO INTERIOR RUGOSO",null,1.4999999999999999E-2,1.7000000000000001E-2,1.6E-2,null,null,null,null,null,null,null,null,"00:15:00",null,{"$f":"+R5+$R$4","v":"00:15:00"},null,"TIDAL (Marea)"]
["RECT_OPEN",null,"CONCRETO FUNDIDO EN SITIO, FORMAS LISAS",null,1.2E-2,1.4E-2,1.3000000000000001E-2,null,"Tipo","DESCARGA SWMM","Tipo","DIVISOR",null,null,null,"00:20:00",null,"00:20:00",null,"TIME SERIES (Serie en el tiempo)"]
["TRAPEZOIDAL",null,"CONCRETO FUNDIDO EN SITIO, FORMAS RUGOSAS",null,1.4999999999999999E-2,1.7000000000000001E-2,1.6E-2,null,"LIBRE","FREE","Corte","CUTOFF",null,null,null,"00:25:00",null,"00:25:00"]
["TRIANGULAR",null,"GRES VITRIFICADO","GRES",1.0999999999999999E-2,1.4999999999999999E-2,1.2999999999999999E-2,null,"NORMAL","NORMAL","Serie de datos","TABULAR",null,null,null,"00:30:00",null,"00:30:00"]
["HORIZ_ELLIPSE",null,"HIERRO DUCTIL REVESTIDO INTERIOR CON CEMENTO",null,1.0999999999999999E-2,1.4999999999999999E-2,1.2999999999999999E-2,null,"FIJA","FIXED","Tipo vertedero","WEIR",null,null,null,"01:00:00",null,"00:35:00"]
["VERT_ELLIPSE",null,"PVC, POLIETILENO Y FIBRA DE VIDRIO CON INTERIOR LISO","PVC",0.01,1.4999999999999999E-2,1.2500000000000001E-2,null,"MAREA","TIDAL","Desbordamiento","OVERFLOW",null,null,null,"06:00:00",null,"00:40:00"]
["ARCH",null,"METAL CORRUGADO","HIERRO",2.1999999999999999E-2,2.5999999999999999E-2,2.4E-2,null,"SERIE EN EL TIEMPO","TIMESERIES",null,null,null,null,null,"12:00:00",null,"00:45:00"]
["PARABOLIC",null,"COLECTORES DE LADRILLO",null,1.2999999999999999E-2,1.7000000000000001E-2,1.4999999999999999E-2,null,null,null,null,null,null,null,null,null,null,"00:50:00"]
["POWER",null,"METAL CORRUGADO","HIERRO/GRES",2.1999999999999999E-2,2.5999999999999999E-2,2.4E-2,null,"Tipo","TIPO DESCARGA SWMM",null,"Tipo de superficie","n","Tipo_de_superficie",null,null,null,"00:55:00"]
["RECT_TRIANGULAR",null,"NOVAFORT","NOVAFORT",8.9999999999999993E-3,8.9999999999999993E-3,8.9999999999999993E-3,null,"Con compuerta","YES",null,"Smooth asphalt",1.0999999999999999E-2,"Cultivated_soils",null,null,null,"01:00:00"]
["RECT_ROUND",null,null,null,null,null,"",null,"No aplica","NO",null,"Smooth concrete",1.2E-2,"Grass",null,null,null,"01:05:00"]
["MODBASKETHANDLE",null,null,null,null,null,"",null,null,null,null,"Ordinary concrete lining",1.2999999999999999E-2,"Woods",null,null,null,"01:10:00"]
["EGG",null,null,null,null,null,null,null,"Tipo de Modelo hidráulico de transporte","EN SWMM",null,"Good wood",1.4E-2,"Ninguno",null,null,null,"01:15:00"]
["HORSESHOE",null,null,null,null,null,null,null,"Régimen Uniforme [RU]","STEADY",null,"Brick with cement mortar",1.4E-2,null,null,null,null,"01:20:00"]
["GOTHIC",null,null,null,null,null,null,null,"Onda Cinemática [OC]","KINWAVE",null,"Vitrified clay",1.4999999999999999E-2,null,null,null,null,"01:25:00"]
["CATENARY",null,null,null,null,null,null,null,"Onda Dinámica [OD]","DYNWAVE",null,"Cast iron",1.4999999999999999E-2,null,null,null,null,"01:30:00"]
["SEMIELLIPTICAL",null,null,null,null,null,null,null,null,null,null,"Corrugated metal pipes",2.4E-2,null,null,null,null,"01:35:00"]
["BASKETHANDLE",null,null,null,null,null,null,null,"Encauzamiento",null,null,"Cement rubble surface",2.4E-2,null,null,null,null,"01:40:00"]
["SEMICIRCULAR",null,null,null,null,null,null,null,"OUTLET",null,null,"Fallow soils (no residue)",0.05,null,null,null,null,"01:45:00"]
["IRREGULAR",null,null,null,null,null,null,null,"IMPERVIOUS",null,null,"Cultivated soils",null,null,null,null,null,"01:50:00"]
["CUSTOM",null,null,null,null,null,null,null,"IMPERVIOUS",null,null,"Residue cover < 20%",0.06,null,null,null,null,"01:55:00"]
["DUMMY",null,null,null,null,null,null,null,null,null,null,"Residue cover > 20%",0.17,null,null,null,null,"02:00:00"]
[null,null,null,null,null,null,null,null,"FORMATO DE LLUVIA",null,null,"Range (natural)",0.13,null,null,null,null,"02:05:00"]
["RAS - 2000 - TITULO D - TABLA D.4.5",null,null,null,null,null,null,null,"INTENSITY",null,null,"Grass",null,null,null,null,null,"02:10:00"]
["Coeficiente de escorrentía o impermeabilidad",null,null,null,null,null,null,null,"VOLUME",null,null,"Short, prarie",0.15,null,null,null,null,"02:15:00"]
["ID","Tipo de superficie","C",null,"C prom",null,null,null,"CUMULATIVE",null,null,"Dense",0.24,null,null,null,null,"02:20:00"]
["Cubiertas","Cubiertas",0.75,0.95,{"$f":"(C32+D32)/2","v":0.85},null,null,null,null,null,null,"Bermuda grass",0.41,null,null,null,null,"02:25:00"]
["Pav. Asfalticos /   Sup. Concreto","Pavimentos asfálticos y superficies de concreto",0.7,0.95,0.75,null,null,null,"CARGAR/NO CARGAR",null,null,"Woods",null,null,null,null,null,"02:30:00"]
["Vias Adoquin","Vías adoquinadas",0.7,0.85,{"$f":"(C34+D34)/2","v":0.77499999999999991},null,null,null,"CARGAR",null,null,"Light underbrush",0.4,null,null,null,null,"02:35:00"]
["Zona. Comercial/industrial","Zonas comerciales o industriales",0.6,0.95,0.77499999999999991,null,null,null,"NO CARGAR",null,null,"Dense underbrush",0.8,null,null,null,null,"02:40:00"]
["Residencial I","Residencial, con casas contiguas, predominio de zonas duras",0.75,null,0.375,null,null,null,null,null,null,null,null,null,null,null,null,"02:45:00"]
["Residencial II","Residencial multifamiliar, con bloques contiguos y zonas duras entre éstos",0.6,0.75,0.67500000000000004,null,null,null,"Nombre Pluviometro",null,null,null,null,null,null,null,null,"02:50:00"]
["Residencial III","Residencial unifamiliar, con casas contiguas y predominio de jardines",0.4,0.6,0.5,null,null,null,{"$f":"'2. Hietogramas de diseño'!J16","v":"Hietograma_Tr_3_años"},null,null,null,null,null,null,null,null,{"$f":"+R37+$R$4","v":"02:55:00"}]
["Residencial IV","Residencial, con casas rodeadas de jardines o multifamiliares apreciablemente separados",0.45,null,0.22500000000000001,null,null,null,{"$f":"'2. Hietogramas de diseño'!V29","v":0},null,null,null,null,null,null,null,null,"03:00:00"]
["Residencial V","Residencial, con predominio de zonas verdes y parques-cementerios",0.3,null,0.15,null,null,null,{"$f":"'2. Hietogramas de diseño'!Z29","v":0},null,null,null,null,null,null,null,null,"03:05:00"]
["Laderas I","Laderas sin vegetación",0.6,null,0.3,null,null,null,{"$f":"'2. Hietogramas de diseño'!AD29","v":0},null,null,null,null,null,null,null,null,"03:10:00"]
["Laderas II","Laderas con vegetación",0.3,null,0.15,null,null,null,{"$f":"'2. Hietogramas de diseño'!AH29","v":0},null,null,null,null,null,null,null,null,"03:15:00"]
["Parque Recreacional","Parques recreacionales",0.2,0.35,0.27500000000000002,null,null,null,{"$f":"'2. Hietogramas de diseño'!AT16","v":"Hietograma_Tr_10_años"},null,null,null,null,null,null,null,null,"03:20:00"]
["-------","N/A",null,null,"--",null,null,null,null,null,null,null,null,null,null,null,null,"03:25:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"03:30:00"]
["Según RAS 2000, titulo D, tabla D.4.2 - Se obtiente intensidad según Area [ha] y/ó clasificación del proyecto.",null,null,null,null,null,null,null,"Si",null,null,null,null,null,null,null,null,"03:35:00"]
[null,null,null,null,null,null,null,null,"No",null,null,null,null,null,null,null,null,"03:40:00"]
["Periodo de retorno TR","El tiempo de concentración mínimo en pozos iniciales es 10 minutos y máximo 20 minutos. El tiempo de\nentrada mínimo es 5 minutos.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"03:45:00"]
["[años]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"03:50:00"]
[3,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"03:55:00"]
[5,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:00:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:05:00"]
["Según NTC 1500 - Código colombiano de Fontanería la intensidad tendra las siguientes caracteristicas minimas",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:10:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:15:00"]
["Periodo de retorno TR","Duración de 30 min",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:20:00"]
["[años]",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:25:00"]
[10,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:30:00"]
[15,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:35:00"]
[15,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:40:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:45:00"]
["Tabla equivalencias diametros",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:50:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"04:55:00"]
["MATERIAL","DIAMETRO NOMINAL [Pulg]","DIAMETRO INTERNO [mm]","DIAMETRO INTERNO [m]","TIPO","CLASE","REFERENCIA",null,"LISTADO MATERIAL","UNIDADES",null,null,null,null,null,null,null,"05:00:00"]
["CONCRETO",6,150,{"$f":"C64/(10*100)","v":0.15},null,null,null,null,"CONCRETO","Pulgadas",null,null,null,null,null,null,null,"05:05:00"]
["CONCRETO",8,200,{"$f":"C65/(10*100)","v":0.2},null,null,null,null,"PVC","mm",null,null,null,null,null,null,null,"05:10:00"]
["CONCRETO",10,250,0.25,null,null,null,null,null,null,null,null,null,null,null,null,null,"05:15:00"]
["CONCRETO",12,300,0.3,null,null,null,null,null,null,null,null,null,null,null,null,null,"05:20:00"]
["CONCRETO",14,350,0.35,null,null,null,null,null,null,null,null,null,null,null,null,null,"05:25:00"]
["CONCRETO",16,400,0.4,null,null,null,null,null,null,null,null,null,null,null,null,null,"05:30:00"]
["CONCRETO",18,450,0.45,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+R69+$R$4","v":"05:35:00"}]
["CONCRETO",20,500,0.5,null,null,null,null,null,null,null,null,null,null,null,null,null,"05:40:00"]
["CONCRETO",24,600,0.6,"CON /SIN REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"05:45:00"]
["CONCRETO",27,700,0.7,"CON /SIN REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"05:50:00"]
["CONCRETO",30,800,0.8,"CON /SIN REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"05:55:00"]
["CONCRETO",36,900,0.9,"CON /SIN REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:00:00"]
["CONCRETO",40,1000,1,"CON /SIN REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:05:00"]
["CONCRETO",44,1100,1.1000000000000001,"CON REFUERZO",1,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:10:00"]
["CONCRETO",48,1200,1.2,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:15:00"]
["CONCRETO",52,1300,1.3,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:20:00"]
["CONCRETO",56,1400,1.4,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:25:00"]
["CONCRETO",60,1500,1.5,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:30:00"]
["CONCRETO",64,1600,1.6,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:35:00"]
["CONCRETO",68,1700,1.7,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:40:00"]
["CONCRETO",72,1800,1.8,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:45:00"]
["CONCRETO",80,2000,2,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:50:00"]
["CONCRETO",84,2150,2.15,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"06:55:00"]
["CONCRETO",92,2300,2.2999999999999998,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"07:00:00"]
["CONCRETO",98,2450,2.4500000000000002,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"07:05:00"]
["CONCRETO",110,2750,2.75,"CON REFUERZO",null,"TITAN",null,null,null,null,null,null,null,null,null,null,"07:10:00"]
["PVC",4,99,9.9000000000000005E-2,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:15:00"]
["PVC",6,145,0.14499999999999999,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:20:00"]
["PVC",8,182,0.182,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:25:00"]
["PVC",10,227,0.22700000000000001,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:30:00"]
["PVC",12,284,0.28399999999999997,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:35:00"]
["PVC",14,327,{"$f":"C95/(10*100)","v":0.32700000000000001},"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:40:00"]
["PVC",16,362,{"$f":"C96/(10*100)","v":0.36199999999999999},"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:45:00"]
["PVC",18,407,{"$f":"C97/(10*100)","v":0.40699999999999997},"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:50:00"]
["PVC",20,452,{"$f":"C98/(10*100)","v":0.45200000000000001},"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"07:55:00"]
["PVC",24,595,0.59499999999999997,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:00:00"]
["PVC",27,670,0.67,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:05:00"]
["PVC",30,747,0.747,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:10:00"]
["PVC",33,824,0.82399999999999995,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,{"$f":"R101+$R$4","v":"08:15:00"}]
["PVC",36,900,0.9,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:20:00"]
["PVC",39,977.6,0.97760000000000002,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:25:00"]
["PVC",42,1054,1.054,"NOVAFORT",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:30:00"]
["PVC",45,1127,1.127,"NOVALOC",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:35:00"]
["PVC",48,1202.94,1.2029400000000001,"NOVALOC",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:40:00"]
["PVC",54,1355.09,1.3550899999999999,"NOVALOC",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:45:00"]
["PVC",60,1507.24,1.5072399999999999,"NOVALOC",null,"PAVCO",null,null,null,null,null,null,null,null,null,null,"08:50:00"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+V109+$R$4","v":"00:05:00"}]
["TABLA 3. COEFICIENTE DE ESCORRENTÍA - HIDROLOGIA APLICADA - VEN TE CHOW",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"+W110+$R$4","v":"00:10:00"}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"00:15:00"]
["CARACTERISTICAS DE LA SUPERFICIE",null,null,null,null,null,"PERIODO DE RETORNO (AÑOS)",null,null,null,null,"FACTOR DE CORRECCIÓN",null,null,null,null,"CARACTERISTICAS DE LA SUPERFICIE",null,null,null,null,null,"00:20:00"]
["AREAS DESARROLLADAS",null,null,2.33,5,10,25,50,100,500,3,1,null,null,null,null,{"$f":"A114","v":"AREAS DESARROLLADAS"},null,null,null,null,null,"00:25:00"]
["ASFALTICO",null,{"$f":"A115","v":"ASFALTICO"},{"$f":"D134*$L$114","v":0.73},0.77,0.81,0.86,0.9,{"$f":"I134*$L$114","v":0.95},{"$f":"J134*$L$114","v":1},{"$f":"interp($K$114,$D$114:$J$114,D115:J115)","v":0.74003745318352054},null,null,null,null,null,{"$f":"A118","v":"CONDICION POBRE (Cubierta de pasto menor del 50% del área)"},null,null,null,null,null,"00:30:00"]
["CONCRETO/TECHO",null,{"$f":"A116","v":"CONCRETO/TECHO"},0.75,0.8,0.83,0.88,0.92,{"$f":"I135*$L$114","v":0.97},1,{"$f":"interp($K$114,$D$114:$J$114,D116:J116)","v":0.76254681647940081},null,null,null,null,null,{"$f":"A122","v":"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)"},null,null,null,null,null,"00:35:00"]
["ZONAS VERDES",null,null,null,null,"PERIODO DE RETORNO (AÑOS)",null,null,null,null,null,null,null,null,null,null,{"$f":"A126","v":"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)"},null,null,null,null,null,"00:40:00"]
["CONDICION POBRE (Cubierta de pasto menor del 50% del área)",null,null,2.33,5,10,25,50,100,500,3,null,null,null,null,null,null,null,null,null,null,null,"00:45:00"]
["Plano i ≤ 2%",null,{"$f":"$A$118&\"-\"&A119","v":"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-Plano i ≤ 2%"},{"$f":"D138*$L$114","v":0.32},0.34,0.37,0.4,0.44,{"$f":"I138*$L$114","v":0.47},0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D119:J119)","v":0.32501872659176029},null,null,null,null,null,null,null,null,null,null,null,"00:50:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$118&\"-\"&A120","v":"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-Promedio 2 < i ≤ 7%"},0.37,0.4,0.43,0.46,0.49,0.53,0.61,{"$f":"interp($K$114,$D$114:$J$114,D120:J120)","v":0.37752808988764047},null,null,null,null,null,null,null,null,null,null,null,"00:55:00"]
["i > 7%",null,"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-i > 7%",0.4,0.43,0.45,0.49,0.52,0.55000000000000004,0.62,{"$f":"interp($K$114,$D$114:$J$114,D121:J121)","v":0.40752808988764044},null,null,null,null,null,null,null,null,null,null,null,"01:00:00"]
["CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"01:05:00"]
["Plano i ≤ 2%",null,{"$f":"$A$122&\"-\"&A123","v":"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-Plano i ≤ 2%"},{"$f":"D142*$L$114","v":0.25},0.28000000000000003,0.3,0.34,0.37,{"$f":"I142*$L$114","v":0.41},0.53,{"$f":"interp($K$114,$D$114:$J$114,D123:J123)","v":0.25752808988764048},null,null,null,null,null,null,null,null,null,null,null,"01:10:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$122&\"-\"&A124","v":"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-Promedio 2 < i ≤ 7%"},0.33,0.36,0.38,0.42,0.45,0.49,0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D124:J124)","v":0.33752808988764044},null,null,null,null,null,null,null,null,null,null,null,"01:15:00"]
["i > 7%",null,"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-i > 7%",0.37,0.4,0.42,0.46,0.49,0.53,0.6,{"$f":"interp($K$114,$D$114:$J$114,D125:J125)","v":0.37752808988764047},null,null,null,null,null,null,null,null,null,null,null,"01:20:00"]
["CONDICION BUENA (Cubierta de pasto mayor al 75% del área)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"01:25:00"]
["Plano i ≤ 2%",null,{"$f":"$A$126&\"-\"&A127","v":"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-Plano i ≤ 2%"},{"$f":"D146*$L$114","v":0.21},0.23,0.25,0.28999999999999998,0.32,{"$f":"I146*$L$114","v":0.36},0.49,{"$f":"interp($K$114,$D$114:$J$114,D127:J127)","v":0.2150187265917603},null,null,null,null,null,null,null,null,null,null,null,"01:30:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$126&\"-\"&A128","v":"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-Promedio 2 < i ≤ 7%"},0.28999999999999998,0.32,0.35,0.39,0.42,0.46,0.56000000000000005,{"$f":"interp($K$114,$D$114:$J$114,D128:J128)","v":0.29752808988764046},null,null,null,null,null,null,null,null,null,null,null,"01:35:00"]
["i > 7%",null,"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-i > 7%",0.34,0.37,0.37,0.44,0.47,0.51,0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D129:J129)","v":0.34752808988764045},null,null,null,null,null,null,null,null,null,null,null,"01:40:00"]
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["CARACTERISTICAS DE LA SUPERFICIE",null,null,null,null,null,"PERIODO DE RETORNO (AÑOS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"01:55:00"]
["AREAS DESARROLLADAS",null,null,2.33,5,10,25,50,100,500,3,null,null,null,null,null,null,null,null,null,null,null,"02:00:00"]
["ASFALTICO",null,{"$f":"A134","v":"ASFALTICO"},0.73,0.77,0.81,0.86,0.9,0.95,1,{"$f":"interp($K$114,$D$114:$J$114,D134:J134)","v":0.74003745318352054},null,null,null,null,null,null,null,null,null,null,null,"02:05:00"]
["CONCRETO/TECHO",null,{"$f":"A135","v":"CONCRETO/TECHO"},0.75,0.8,0.83,0.88,0.92,0.97,1,{"$f":"interp($K$114,$D$114:$J$114,D135:J135)","v":0.76254681647940081},null,null,null,null,null,null,null,null,null,null,null,"02:10:00"]
["ZONAS VERDES",null,null,null,null,"PERIODO DE RETORNO (AÑOS)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"02:15:00"]
["CONDICION POBRE (Cubierta de pasto menor del 50% del área)",null,null,2.33,5,10,25,50,100,500,3,null,null,null,null,null,null,null,null,null,null,null,"02:20:00"]
["Plano i ≤ 2%",null,{"$f":"$A$118&\"-\"&A138","v":"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-Plano i ≤ 2%"},0.32,0.34,0.37,0.4,0.44,0.47,0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D138:J138)","v":0.32501872659176029},null,null,null,null,null,null,null,null,null,null,null,"02:25:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$118&\"-\"&A139","v":"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-Promedio 2 < i ≤ 7%"},0.37,0.4,0.43,0.46,0.49,0.53,0.61,{"$f":"interp($K$114,$D$114:$J$114,D139:J139)","v":0.37752808988764047},null,null,null,null,null,null,null,null,null,null,null,"02:30:00"]
["i > 7%",null,"CONDICION POBRE (Cubierta de pasto menor del 50% del área)-i > 7%",0.4,0.43,0.45,0.49,0.52,0.55000000000000004,0.62,{"$f":"interp($K$114,$D$114:$J$114,D140:J140)","v":0.40752808988764044},null,null,null,null,null,null,null,null,null,null,null,"02:35:00"]
["CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"02:40:00"]
["Plano i ≤ 2%",null,{"$f":"$A$122&\"-\"&A142","v":"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-Plano i ≤ 2%"},0.25,0.28000000000000003,0.3,0.34,0.37,0.41,0.53,{"$f":"interp($K$114,$D$114:$J$114,D142:J142)","v":0.25752808988764048},null,null,null,null,null,null,null,null,null,null,null,"02:45:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$122&\"-\"&A143","v":"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-Promedio 2 < i ≤ 7%"},0.33,0.36,0.38,0.42,0.45,0.49,0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D143:J143)","v":0.33752808988764044},null,null,null,null,null,null,null,null,null,null,null,{"$f":"+W142+$R$4","v":"02:50:00"}]
["i > 7%",null,"CONDICION PROMEDIO (Cubierta de pasto entre el 50% al 75% del área)-i > 7%",0.37,0.4,0.42,0.46,0.49,0.53,0.6,{"$f":"interp($K$114,$D$114:$J$114,D144:J144)","v":0.37752808988764047},null,null,null,null,null,null,null,null,null,null,null,"02:55:00"]
["CONDICION BUENA (Cubierta de pasto mayor al 75% del área)",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"03:00:00"]
["Plano i ≤ 2%",null,{"$f":"$A$126&\"-\"&A146","v":"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-Plano i ≤ 2%"},0.21,0.23,0.25,0.28999999999999998,0.32,0.36,0.49,{"$f":"interp($K$114,$D$114:$J$114,D146:J146)","v":0.2150187265917603},null,null,null,null,null,null,null,null,null,null,null,"03:05:00"]
["Promedio 2 < i ≤ 7%",null,{"$f":"$A$126&\"-\"&A147","v":"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-Promedio 2 < i ≤ 7%"},0.28999999999999998,0.32,0.35,0.39,0.42,0.46,0.56000000000000005,{"$f":"interp($K$114,$D$114:$J$114,D147:J147)","v":0.29752808988764046},null,null,null,null,null,null,null,null,null,null,null,"03:10:00"]
["i > 7%",null,"CONDICION BUENA (Cubierta de pasto mayor al 75% del área)-i > 7%",0.34,0.37,0.37,0.44,0.47,0.51,0.57999999999999996,{"$f":"interp($K$114,$D$114:$J$114,D148:J148)","v":0.34752808988764045},null,null,null,null,null,null,null,null,null,null,null,"03:15:00"]
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