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["Versión 5",null,null,null,"Aguas residuales",null,null,null,null,null,null,null,null,null,null,"Aguas lluvias"]
[null,null,null,null,"Método de cálculo de caudal",null,null,null,null,"Dotación",null,null,"[m3/Viv-mes]",null,null,"Estación Pluviográfica"]
[null,null,null,null,null,null,null,null,2,"Densidad habitacional",null,null,"[Hab/Viv]",null,null,"Periodo de retorno",null,5,10]
[null,null,null,null,null,null,null,2,null,"Método factor de mayoración",null,null,"Harmon",null,null,"k",null,{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[[Estación ]:[10]],MATCH(Diseño!R2,Parámetros_de_las_IDF[[Estación ]],0),2))","v":""},{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[[Estación ]:[10]],MATCH(Diseño!R2,Parámetros_de_las_IDF[[Estación ]],0),3))","v":""}]
["Tipo",null,null,null,null,null,null,null,null,"Coeficiente de retorno ",null,null,"[adim.]",0.85,null,"n",null,{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[[Estación ]:[H-10]],MATCH(R2,Parámetros_de_las_IDF[[Estación ]],0),4))","v":""},{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[[Estación ]:[H-10]],MATCH(R2,Parámetros_de_las_IDF[[Estación ]],0),5))","v":""}]
[1,"Arranque",null,null,"Método de diseño",null,null,null,null,"Infiltración + Conexiones erradas",null,null,"[L/s-Ha]",0.1,null,"c",null,{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[],MATCH(R2,Parámetros_de_las_IDF[[Estación ]],0),6))","v":""},{"$f":"IF(R2=\"\",\"\",INDEX(Parámetros_de_las_IDF[],MATCH(R2,Parámetros_de_las_IDF[[Estación ]],0),7))","v":""}]
[2,"Descarga",null,null,null,null,null,null,null,"Circuito"]
[null,null,null,null,null,null,null,null,2,"Periodo de Diseño",null,null,"ANC(%)"]
[]
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["Este aplicativo contiene ecuaciones que permiten el cálculo de alcantarillados con flujo uniforme y permite realizar la exportación a EPASwmm para verificar las redes con flujo gradualmente variado; sin embargo EPM no asume responsabilidad alguna por su uso. El usuario deberá validar los criterios contenidos en el aplicativo y revisar los resultados.",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,""]
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{"sheet":"Impresión","index":1,"n_rows":112,"n_cols":36,"rows_kept":112,"cut":false,"hidden":false,"merged":[[0,0,0,18],[1,0,1,18],[10,34,11,34],[10,33,11,33],[9,33,9,34],[9,20,9,21],[9,22,9,23],[9,28,9,29],[9,30,9,31],[3,26,3,28],[6,26,6,28],[9,18,9,19],[7,24,7,29],[9,14,9,15],[7,21,7,23],[6,24,6,25],[4,26,4,28],[3,21,3,24],[6,21,6,23],[4,21,4,23],[4,24,4,25],[5,27,5,29],[5,21,5,24],[0,21,0,34],[1,21,1,34],[9,0,9,1],[9,2,9,4],[9,7,9,8],[9,9,9,11],[4,2,4,3],[3,2,3,3],[4,8,4,9],[3,4,3,7],[4,4,4,7],[9,5,9,6],[3,8,3,9],[3,10,3,14],[4,10,4,14],[9,12,9,13]]}
["Empresas Públicas de Medellín E.S.P.",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"A1","v":"Empresas Públicas de Medellín E.S.P."}]
["Cálculo de redes de alcantarillado",null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,{"$f":"A2","v":"Cálculo de redes de alcantarillado"}]
[]
[null,null,"Diseñó:",null,null,null,null,null,"Proyecto:",null,null,null,null,null,null,null,null,null,null,null,null,"Densidad habitacional [Hab/Viv]",null,null,null,{"$f":"+IF(Diseño!N3=\"\",\"\",Diseño!N3)","v":""},"Dotación [m3/Viv-mes]",null,null,{"$f":"+IF(Diseño!N2=\"\",\"\",Diseño!N2)","v":""}]
[null,null,"Revisó:",null,null,null,null,null,"Fecha:",null,null,null,null,null,null,null,null,null,null,null,null,"Método para hallar F",null,null,{"$f":"+IF(Diseño!M4=\"\",\"\",Diseño!M4)","v":"Harmon"},null,"Coeficiente de retorno ",null,null,{"$f":"+IF(Diseño!N5=\"\",\"\",Diseño!N5)","v":0.85}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Infiltración + C. Erradas [l/s-ha] ",null,null,null,{"$f":"Diseño!N6","v":0.1},"Circuito",{"$f":"+IF(Diseño!L7=\"\",\"\",Diseño!L7)","v":""}]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Periodo de diseño",null,null,{"$f":"IF(Diseño!L8=\"\",\"\",Diseño!L8)","v":""},null,"ANC(%)",null,null,{"$f":"+IF(Diseño!N8=\"\",\"\",Diseño!N8)","v":""}]
[{"$f":"Diseño!H4","v":2},null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Estación Pluviográfica",null,null,{"$f":"+IF(Diseño!R2=\"\",\"\",Diseño!R2)","v":""}]
[]
["Cámara",null,{"$f":"Diseño!H10","v":"Área tributaria aguas residuales"},null,null,"Densidad poblacional",null,"Núm. viviendas ",null,"Área tributaria aguas lluvias",null,null,"Impermeabilidad",null,"Punto mas alejado",null,"Qtotal aguas resid.","Qtotal aguas lluvias","Profundidad clave",null,"Cota terreno",null,{"$f":"Diseño!S10","v":"Cota batea a eje de cámara"},null,"Long. Tub.","Pen.","Diametro Int.","QDiseño"," YN / Ø",null,"VReal",null," YN / Ø","Observaciones",null,"Material tubería"]
["Inicial","Final","Propia","Otra","Total","Propia","Otra","Propia","Total","Propia","Otra","Total","Propia","Otra","Dist.","Pen.",null,null,"Sup.","Inf.","Sup.","Inf.","Sup.","Inf.",null,null,null,null,"Res.","Comb.","Res.","Comb.",null,"A X P","Cám. de caída"]
[null,null,"[Ha]","[Ha]","[Ha]","[Viv/Ha] ","[Viv/Ha] ","[Viv]","[Viv]","[Ha]","[Ha]","[Ha]","[adim.]","[adim.]","[m]","[m/m]","[L/s]","[L/s]","[m]","[m]","[msnm]","[msnm]","[msnm]","[msnm]","[m]","[%]","[mm]","[L/s]","[adim.]","[adim.]","[m/s]","[m/s]","[adim.]"]
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{"sheet":"Cim. Concreto","index":2,"n_rows":107,"n_cols":59,"rows_kept":107,"cut":false,"hidden":false,"merged":[[0,2,0,56],[1,2,1,56],[2,13,2,52],[4,0,4,1],[4,25,4,27],[4,37,4,39],[3,43,3,52],[4,49,4,51],[3,17,3,28],[3,29,3,40]]}
[null,null,"Empresas Públicas de Medellín E.S.P."]
[null,null,"Verificación de cálculo de cimentaciones para tuberías de concreto"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"Ocultar columnas para impresión"]
[null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,null,"Parámetros para  H1",null,null,null,null,null,null,null,null,null,null,null,"Parámetros para  H2",null,null,null,null,null,null,null,null,null,null,null,null,null,"Parámetros para  HPromedio"]
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["De","A","[m]","[m]","[m]",null,null,null,null,"[adim]","[kg/m3]","[mm]","S/N","[mm]","[mm]","[m]","[Kg/m]","[adim]","[m]","[adim]",null,"[m]",null,null,"[Kg/m]","1C  [Kg/m]","2C  [Kg/m]","P [Kg/m]","[Kg/m]","[adim]","[m]","[adim]",null,"[m]",null,null,"[Kg/m]","1C  [Kg/m]","2C  [Kg/m]","P [Kg/m]","[Kg/m]","[adim]","[m]","[adim]",null,"[m]",null,null,"[Kg/m]","1C  [Kg/m]","2C  [Kg/m]","P [Kg/m]","[Kg/m]","[adim]","[adim]","[Kg/m]","[Kg/m]","[Kg/m]"]
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[{"$f":"IF(Diseño!BE111=0.013,Diseño!B111,\"\")","v":""},{"$f":"IF(Diseño!BE111=0.013,Diseño!C111,\"\")","v":""},{"$f":"IF(A105=\"\",\"\",Diseño!BB111)","v":""},{"$f":"IF(A105=\"\",\"\",Diseño!BC111)","v":""},"",null,null,null,null,{"$f":"+IF(F105=\"\",\"\",INDEX(Densidad_Materiales[],MATCH(F105,Densidad_Materiales[Material],0),3))","v":""},{"$f":"+IF(F105=\"\",\"\",INDEX(Densidad_Materiales[[Material]:[Densidad '[kg/m3']]],MATCH(F105,Densidad_Materiales[Material],0),2))","v":""},{"$f":"IF(A105=\"\",\"\",Diseño!X111)","v":""},"",{"$f":"+IF(A105=\"\",\"\",IF(M105=\"N\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),H105+7),IF(H105=\"I\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),11),IF(H105=\"II\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),12),IF(H105=\"III\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),13),IF(H105=\"IV\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),14),INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),15)))))))","v":""},"",{"$f":"+IF(A105=\"\",\"\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[Ancho de Zanja]],MATCH(L105,Diámetros,0),24))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IFERROR(IF(A105=\"\",\"\",INDEX(Factor_Carga[],MATCH(I105,Factor_Carga[Tipo Cimentación],0),2)),\"\")","v":""},"","",{"$f":"IF(A105=\"\",\"\",IF(M105=\"N\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),H105+15),IF(H105=\"I\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),19),IF(H105=\"II\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),20),IF(H105=\"III\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),21),IF(H105=\"IV\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),22),INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L105,Diámetros,0),23)))))))","v":""},""]
[{"$f":"IF(Diseño!BE112=0.013,Diseño!B112,\"\")","v":""},{"$f":"IF(Diseño!BE112=0.013,Diseño!C112,\"\")","v":""},{"$f":"IF(A106=\"\",\"\",Diseño!BB112)","v":""},{"$f":"IF(A106=\"\",\"\",Diseño!BC112)","v":""},"",null,null,null,null,{"$f":"+IF(F106=\"\",\"\",INDEX(Densidad_Materiales[],MATCH(F106,Densidad_Materiales[Material],0),3))","v":""},{"$f":"+IF(F106=\"\",\"\",INDEX(Densidad_Materiales[[Material]:[Densidad '[kg/m3']]],MATCH(F106,Densidad_Materiales[Material],0),2))","v":""},{"$f":"IF(A106=\"\",\"\",Diseño!X112)","v":""},"",{"$f":"+IF(A106=\"\",\"\",IF(M106=\"N\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),H106+7),IF(H106=\"I\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),11),IF(H106=\"II\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),12),IF(H106=\"III\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),13),IF(H106=\"IV\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),14),INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),15)))))))","v":""},"",{"$f":"+IF(A106=\"\",\"\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[Ancho de Zanja]],MATCH(L106,Diámetros,0),24))","v":""},"","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","","",{"$f":"IFERROR(IF(A106=\"\",\"\",INDEX(Factor_Carga[],MATCH(I106,Factor_Carga[Tipo Cimentación],0),2)),\"\")","v":""},"","",{"$f":"IF(A106=\"\",\"\",IF(M106=\"N\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),H106+15),IF(H106=\"I\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),19),IF(H106=\"II\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),20),IF(H106=\"III\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),21),IF(H106=\"IV\",INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),22),INDEX(Caracteríticas_Tuberias[[Diámetro Interior]:[V]],MATCH(L106,Diámetros,0),23)))))))","v":""},""]
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{"sheet":"Tablas","index":3,"n_rows":83,"n_cols":16,"rows_kept":83,"cut":false,"hidden":false,"merged":[[0,0,0,2],[9,0,9,1],[38,7,38,14],[38,0,38,6],[19,5,19,6],[19,1,19,2],[19,3,19,4],[18,0,18,6],[37,0,37,14]]}
["Densidad de materiales, Cim. Concreto"]
["Material","Densidad [kg/m3]","Ku'"]
["Arcilla saturada",2100,0.11]
["Arcilla seca",1800,0.13]
["Arena ",1600,0.19239999999999999]
["Recebo o mezcla de arena y grava",1950,0.16500000000000001]
["Tierra",1800,0.15]
[]
[]
["Factor de carga"]
["Tipo Cimentación","Factor de carga"]
["A1",3]
["A3",4]
["A5",3]
["B1",1.9,"   "]
["C1",1.5]
["D1",1.1000000000000001]
[]
["Curvas de Intensidad, Frecuencia, Duración. Parámetros de las ecuaciones de las curvas IDF"]
[null,"Periodo de retorno en años, paramétro k",null,"Periodo de retorno en años, paramétro n",null,"Periodo de retorno en años, paramétro c"]
["Estación ","5","10","H-5","H-10","M-5","M-10"]
["Caldas",63.572389999999999,70.384799999999998,0.93022000000000005,0.92074,0.4,0.4]
["Palmas",67.708749999999995,78.382300000000001,0.96867999999999999,0.98279000000000005,0.4,0.4]
["Rionegro - La Macarena",50.467660000000002,56.635750000000002,0.95111000000000001,0.95992,0.4,0.4]
["Medellín",55.162260000000003,62.218589999999999,0.97670999999999997,0.98428000000000004,0.4,0.4]
["Alto San Andrés",61.042870000000001,69.324590000000001,0.85677000000000003,0.84519,0.4,0.4]
["Ayurá",54.843310000000002,62.627650000000003,0.96123000000000003,0.97633000000000003,0.4,0.4]
["Rebose Pantanillo",74.654359999999997,86.800319999999999,0.88900999999999997,0.87241000000000002,0.4,0.4]
["Chorrillos",59.81082,66.624849999999995,0.95723999999999998,0.95913999999999999,0.4,0.4]
["San Antonio de Prado",63.323399999999999,70.83426,0.89456999999999998,0.89048000000000005,0.4,0.4]
["Mazo",58.767150000000001,65.601889999999997,0.92173000000000005,0.91373000000000004,0.4,0.4]
["Planta Villa Hermosa",51.394840000000002,56.829000000000001,0.94849000000000006,0.95089000000000001,0.4,0.4]
["San Cristóbal",62.612459999999999,69.767949999999999,0.93962000000000001,0.94755,0.4,0.4]
["Vasconia",68.92877,78.217699999999994,0.89686999999999995,0.88807999999999998,0.4,0.4]
["Fabricato",65.526470000000003,75.234449999999995,0.91527000000000003,0.90998999999999997,0.4,0.4]
[]
[]
["Características tuberías"]
["Paramétros",null,null,null,null,null,null,"Clase y Resistemcia [kgF/m]"]
["Diámetro Interior","Rugosidad de Manning","Rigidez","TIPO","Material","Diámetro Exterior","Espesor","1","2","3","I","II","III","IV","V","Ancho de Zanja"]
[182,8.9999999999999993E-3,"S8","Novafort","PVC",200,{"$f":"(Caracteríticas_Tuberias[[#This Row],[Diámetro Exterior]]-Caracteríticas_Tuberias[[#This Row],[Diámetro Interior]])/2","v":9},"---","---","---","---","---","---","---","---",0.6]
[227,8.9999999999999993E-3,"S8","Novafort","PVC",250,{"$f":"(Caracteríticas_Tuberias[[#This Row],[Diámetro Exterior]]-Caracteríticas_Tuberias[[#This Row],[Diámetro Interior]])/2","v":11.5},"---","---","---","---","---","---","---","---",0.75]
[284,8.9999999999999993E-3,"S8","Novafort","PVC",315,{"$f":"(Caracteríticas_Tuberias[[#This Row],[Diámetro Exterior]]-Caracteríticas_Tuberias[[#This Row],[Diámetro Interior]])/2","v":15.5},"---","---","---","---","---","---","---","---",0.81499999999999995]
[327,8.9999999999999993E-3,"S8","Novafort","PVC",355,{"$f":"(Caracteríticas_Tuberias[[#This Row],[Diámetro Exterior]]-Caracteríticas_Tuberias[[#This Row],[Diámetro Interior]])/2","v":14},"---","---","---","---","---","---","---","---",0.8]
[362,8.9999999999999993E-3,"S8","Novafort","PVC",400,{"$f":"(Caracteríticas_Tuberias[[#This Row],[Diámetro Exterior]]-Caracteríticas_Tuberias[[#This Row],[Diámetro Interior]])/2","v":19},"---","---","---","---","---","---","---","---",1.1000000000000001]
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