Memoria Calculo

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NOMBRE DEL PROYECTO : MEJORAMIENTO, AMPLIACION DE SERVICIO DE AGUA POTABLE Y DESAGUE EN BARRIOS MARGINALES-AYAVIRI CALCULO DE LA DEMANDA DE AGUA A.- POBLACION ACTUAL ( HABIT.) N° de Familias ( Fam.) 4,850 N° Promedio de Miembros por Familia (Habit./Fam.) 4 Pa = N° de Familias x n° de Miembros 19,400 B.- TASA DE CRECIMIENTO (%) 1.58 C.- PERIODO DE DISEÑO (AÑOS) 20 D.- POBLACION FUTURA METODO GEOMETRICO 26,544 Pf = Po ( 1+ r )^ t E.- NUMERO DE ESTABLECIMIENTOS PUBLICOS (NLP) 60 F.- DOTACION PARA POBLACIÓN (LT/HAB/DIA) 180 G.- DOTACIÓN PARA MANTENIMIENTO DE LOCALES PÚBLICOS (DTM) 2,000 H.- CONSUMO PROMEDIO ANUAL (LT/SEG) Q p= (Pob. x Dot./86,400)+((NLP X DTM)/86,400) 56.69 I.- CONSUMO MAXIMO DIARIO (LT/SEG) Qmd = 1.30 x Qp 73.70 J.- CONSUMO MAXIMO HORARIO FUTURO (LT/SEG) Qmh = 2 x Q p 113.38 K- CAUDAL UNITARIO PROMEDIO (LT/SEG) Nro de Conexiones: 4,910 Qu (l/s) 0.0231 ESTUDIO ANALITICO DE LA RED DE DISTRIBUCION Y CALCULO HIDRAULICO DEL DISTRITO DE AYAVIRI La red de agua potable se analizó mediante un sistema de red cerrada y red abierta en las zonas de periferia. El cálculo hidráulico considera los caudales por gasto unitario acumulado según cada tramo de la red y presiones que consideran las pérdidas de carga por longitud En genral el calculo de la red se realizó mediante el uso del programa WaterCAD, con las siguientes consideraciones:

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FORMULASNOMBRE DEL PROYECTO :MEJORAMIENTO, AMPLIACION DE SERVICIO DE AGUA POTABLE Y DESAGUE EN BARRIOS MARGINALES-AYAVIRIESTUDIO ANALITICO DE LA RED DE DISTRIBUCION Y CALCULO HIDRAULICO DEL DISTRITO DE AYAVIRI

La red de agua potable se analiz mediante un sistema de red cerrada y red abierta en las zonas de periferia. El clculo hidrulico considera los caudales por gasto unitario acumulado segn cada tramo de la red y presiones que consideran las prdidas de carga por longitud En genral el calculo de la red se realiz mediante el uso del programa WaterCAD, con las siguientes consideraciones:

CALCULO DE LA DEMANDA DE AGUAA.- POBLACION ACTUAL ( HABIT.)N de Familias ( Fam.)4,850N Promedio de Miembros por Familia (Habit./Fam.)4Pa = N de Familias x n de Miembros 19,400B.- TASA DE CRECIMIENTO (%)1.58C.- PERIODO DE DISEO (AOS)20D.- POBLACION FUTURA METODO GEOMETRICO26,544Pf = Po ( 1+ r )^ tE.- NUMERO DE ESTABLECIMIENTOS PUBLICOS (NLP)60F.- DOTACION PARA POBLACIN (LT/HAB/DIA)180G.- DOTACIN PARA MANTENIMIENTO DE LOCALES PBLICOS (DTM)2,000H.- CONSUMO PROMEDIO ANUAL (LT/SEG)Q p= (Pob. x Dot./86,400)+((NLP X DTM)/86,400)56.69

I.- CONSUMO MAXIMO DIARIO (LT/SEG)Qmd = 1.30 x Qp73.70

J.- CONSUMO MAXIMO HORARIO FUTURO (LT/SEG)Qmh = 2 x Q p113.38

K- CAUDAL UNITARIO PROMEDIO (LT/SEG)Nro de Conexiones:4,910 Qu (l/s) :0.0231

CONSIDERACIONES TECNICAS PARA LA LINEA DE DISTRIBUCION- Velocidad minima de 0.60 m/seg - Velocidad Mxima de 3 m/seg para Tubos de PVC- Presin dinamica mnima de 10 mca- Presin esttica maxima de 50 mca- Coeficiente de Hazen C=150 para PVCEcuaciones de PrdidasECUACION DE HAZEN WILLIAMSSf = Perdida de carga unitaria, m/mQ = Caudal, m3/sD = Dimetro, mC = Coeficiente de rugosidad que depende del material y estado de las superficies internar de la tuberaQ= Caudal en m3/sC= 150, coeficiente rugosidad tubera PVC, PE.D= Dimetro interno de la tubera en m.J= Perdida de carga en mL= Longitud de tubera en mJ/L= S, gradiente hidrulico en m/m.* las furmulas ariba mensionados se usaron para el calculo de demenda por nudos para cada vivienda* para el conteo de vivienda se a realizado mediante salida de campo y corroborando con el levantamiento de cofopri

NUDOSNOMBRE DEL PROYECTO : MEJORAMIENTO, AMPLIACION DE SERVICIO DE AGUA POTABLE Y DESAGUE EN BARRIOS MARGINALES-AYAVIRI

RESULTADO DE CALCULO DE DIAMETRO TUBERIA POR NUDOSBARRIO PUEBLO LIBRELabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-3563,889.600.173,920.3230.70J-4923,889.900.003,920.3230.40J-4933,890.000.003,920.3030.20J-4943,890.500.273,920.2929.70BARRIO KAWASHIMASILabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-4073896.170.303921.1725.00J-4083896.410.553921.1124.70J-4093890.590.403920.9130.30J-4113889.170.253920.4531.20J-4133889.370.123920.2530.80J-4153893.860.273921.0827.20J-4163894.350.273921.0726.70J-4173891.420.203921.0529.60J-4183891.700.133921.0529.30J-4193891.980.073921.0529.00J-4213890.070.173921.0130.90J-4223890.220.133921.0430.80J-4233890.500.083921.0430.50J-4243890.390.083921.0430.60J-4263888.000.233920.2032.10J-4273888.080.173920.1832.00J-4283888.940.423920.1431.10J-4333887.610.653920.0632.40J-4353887.830.303920.0532.20J-4363887.670.153920.0732.30J-4373887.830.123920.0632.20J-4403888.450.503920.0831.60J-4513892.040.033921.0529.00J-4763896.200.203921.1224.90J-4773894.000.173921.0827.00J-4783891.420.273921.0529.60J-4823888.940.003920.1331.10J-4843887.610.203920.1132.40J-4853887.610.203920.1032.40J-4913896.000.003921.2025.10BARRIO MARISCAL CASTILLALabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-3933,891.560.183,923.2131.60J-4003,892.170.233,922.3930.20J-4013,893.730.173,922.6028.80J-4023,888.950.083,922.1533.10J-4953,888.950.003,922.0733.10BARRIO KOLQUEPARQUELabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-923,900.380.423,924.5124.10J-933,900.040.123,924.1824.10J-973,906.030.233,924.6718.60J-983,903.500.473,924.5521.00J-993,903.860.433,924.4620.60J-1003,903.030.153,924.4521.40J-1013,902.340.183,924.3422.00J-4793,904.970.173,926.4921.50J-4803,905.000.173,926.4921.40J-4813,905.030.003,924.6719.60J-4963,902.000.203,924.4522.40J-4973,902.000.203,924.4522.40J-4983,901.800.203,924.4522.60CERCADOLabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-413,904.700.223,929.1424.40J-493,903.810.253,929.0625.20J-553,903.230.283,929.0125.70J-1133,905.330.253,929.0723.70J-1203,905.690.353,929.0323.30J-1233,906.350.583,928.9822.60J-1353,906.550.933,928.9322.30BARRIO PANAMERICANALabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-2433,910.520.083924.8414.30J-2473,905.000.173922.2017.20J-2483,905.400.173922.2016.80J-2493,905.600.173922.2016.60J-2503,907.000.173922.2115.20J-2513,907.500.173922.2414.70J-2523,908.400.173922.5214.10J-2533,909.100.173922.6013.50J-2543,908.600.173922.6114.00J-2563,908.400.173922.5414.10J-2573,909.600.173922.7613.10J-2583,910.200.173922.8412.60J-2593,910.300.173922.8912.60J-2613,910.400.173923.0112.60J-2623,910.800.173923.0012.20J-2633,910.300.173923.1812.90J-2643,910.800.173923.4012.60J-2653,910.600.173924.2113.60J-2663,909.600.173922.9013.30J-2673,909.800.173922.3912.60J-2683,909.600.173922.2112.60J-2693,909.200.173921.9312.70J-2703,909.200.173921.1411.90J-2713,908.400.173921.1212.70J-2733,907.400.173921.1113.70J-2743,907.100.173922.2115.10J-2753,906.900.173922.2015.30J-2763,907.500.173922.2014.70J-2773,906.200.173922.2016.00J-2783,905.800.173922.2016.40J-2793,906.400.173922.2015.80J-2803,906.800.173922.2115.40J-2813,907.400.173922.2514.80J-2823,907.600.173922.2814.60J-2833,908.000.173922.4414.40J-2843,910.000.173923.1913.20J-2853,909.800.173922.8113.00J-2863,909.200.173922.5713.30J-2873,909.200.173922.2913.10J-2883,908.800.173922.2813.50J-2893,908.200.173922.2814.10J-2903,907.800.173922.2514.40J-2913,908.600.173922.2613.60J-2923,909.110.083922.2613.10J-2933,909.100.173921.0511.90J-2943,906.840.173920.8514.00J-2953,905.640.153920.8415.20J-2963,908.230.673920.8612.60J-4663,909.000.003922.8313.80J-4683,909.400.173922.9513.50J-4693,907.200.173922.2515.00J-4703,908.200.173922.2014.00J-4713,908.000.173922.2514.20J-4723,908.800.173922.2913.50J-4733,909.000.173922.4813.50J-4753,907.600.003920.8313.20BARRIO CIUDAD SAN MARTINLabelElevation (m)Demand (L/s)Hydraulic Grade (m)Pressure (m H2O)J-83,921.500.483,937.6016.10J-1573,922.400.173,934.5212.10J-1583,923.200.173,935.3612.10J-1593,923.200.173,935.0511.80J-1603,922.800.173,934.8512.00J-1613,922.200.173,934.4512.20J-1623,922.000.173,934.4412.40J-1633,922.000.173,934.3812.40J-1643,922.200.173,934.3712.10J-1653,922.000.173,934.4412.40J-1663,921.200.173,934.2413.00J-1693,921.600.173,934.2412.60J-1703,921.600.173,934.2312.60J-1713,920.100.173,934.0813.90J-1723,920.200.173,934.1813.90J-1733,920.200.173,934.1814.00J-1743,919.200.173,933.9514.70J-1753,918.400.173,933.8315.40J-1773,919.600.173,933.9514.30J-1783,919.600.173,933.9714.30J-1793,919.000.173,933.8114.80J-1803,918.600.173,933.9515.30J-1833,918.200.173,932.5814.30J-1853,917.200.173,931.6014.40J-1863,917.600.173,931.6014.00J-1873,917.600.173,930.8913.30J-1883,917.800.173,930.8913.10J-1893,916.800.173,930.7613.90J-1913,917.200.173,930.5513.30J-1923,917.600.173,930.5412.90J-1943,914.400.173,930.0715.60J-1973,916.200.173,930.3014.10J-1983,916.400.173,930.3013.90J-2083,914.000.173,930.4516.40J-4543,921.900.003,937.3115.40J-4553,922.000.003,937.0715.00J-4563,922.500.003,936.6514.10J-4573,922.500.003,936.4013.90J-4583,922.400.003,936.0213.60J-4593,922.800.003,934.7611.90J-4603,920.000.003,933.7913.80J-4613,920.400.003,934.0413.60J-4633,921.800.003,934.2012.40J-4643,922.600.003,934.2811.70J-4653,918.000.173,931.6013.60

DIAMETRONOMBRE DEL PROYECTO : MEJORAMIENTO, AMPLIACION DE SERVICIO DE AGUA POTABLE Y DESAGUE EN BARRIOS MARGINALES-AYAVIRI

RESULTADO DE CALCULO DE DIAMETRO TUBERIA

PUEBLO LIBRELabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-71956J-356J-49275PVC15000.270.060P-720235J-492J-49375PVC15000.270.060P-721232J-493J-49475PVC15000.270.060

URB. KAWASHIMASILabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-57964J-426J-42775PVC1503.200.550.120.000P-580124J-427J-42875PVC1503.200.590.130.000P-58478J-411J-43175PVC1503.201.570.360.002P-58751J-431J-42775PVC1503.201.410.320.002P-59080J-433J-43575PVC1503.200.300.070.000P-59261J-436J-43775PVC1503.200.330.080.000P-60985J-428J-44975PVC1503.200.990.220.001P-61045J-449J-41375PVC1503.200.870.200.001P-68962J-440J-43775PVC1500.000.520.120.000P-69260J-428J-48275PVC1500.000.350.080.000P-70255J-427J-48475PVC1503.201.200.270.001P-70362J-484J-43375PVC1503.200.860.200.001P-70456J-428J-48575PVC1503.200.810.180.001P-70559J-485J-43675PVC1503.200.750.170.001P-706124J-484J-48575PVC1500.000.140.030.000P-708125J-433J-43675PVC1500.000.270.060.000

BARRIO MARIANO MELGARLabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-566106J-407J-41575PVC1503.200.960.220.001P-568107J-415J-41775PVC1503.200.590.130.000P-56970J-417J-41875PVC1503.200.190.040.000P-57071J-418J-41975PVC1503.200.220.050.000P-57280J-409J-42175PVC1503.201.170.260.001P-57371J-421J-42275PVC1503.200.600.140.000P-57471J-422J-42375PVC1503.200.310.070.000P-57563J-423J-42475PVC1503.200.050.010.000P-61765J-419J-45175PVC1503.200.160.040.000P-67273J-417J-42175PVC1500.000.740.170.000P-674100J-476J-41675PVC1500.000.720.160.000P-675101J-416J-41975PVC1500.000.480.110.000P-67671J-419J-42375PVC1500.000.350.080.000P-679103J-408J-47775PVC1500.000.620.140.000P-680103J-477J-41875PVC1500.000.530.120.000P-68174J-418J-42275PVC1500.000.420.090.000P-71270J-408J-47675PVC1500.000.390.090.000P-71858J-491J-47675PVC1500.001.310.300.001

URB. MARISCAL CASTILLALabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-55162J-400J-40175PVC1503.201.960.440.003P-552108J-400J-40275PVC1503.201.590.360.002P-722181J-393J-40175PVC1500.002.130.480.003

BARRIO KOLQUEPARQUELabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-14392J-98J-9975PVC1503.201.030.230.001P-14488J-99J-10075PVC1503.200.250.060.000P-145217J-98J-9275PVC1503.200.420.100.000P-146137J-93J-10175PVC1503.201.160.260.001P-687145J-479J-48075PVC1500.000.170.040.000P-688174J-97J-481100PVC1500.000.000.000.000P-72977J-101J-49675PVC1500.001.340.300.001P-730111J-496J-49775PVC1500.000.040.010.000P-73190J-497J-49875PVC1500.000.100.020.000P-73250J-498J-10075PVC1500.000.100.020.000P-73354J-98J-49675PVC1500.001.500.340.002P-73449J-99J-49775PVC1500.000.340.080.000

CERCADOLabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-6895J-41J-49100PVC1503.201.910.240.001P-8050J-55J-49100PVC1503.202.170.280.001P-127135J-55J-87100PVC1503.200.570.070.000P-22093J-41J-113100PVC1503.201.870.240.001P-22147J-113J-120100PVC1503.201.910.240.001P-22294J-120J-123100PVC1503.201.500.190.001P-223219J-123J-135100PVC1503.201.000.130.000

BARRIO PANAMERICANALabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-36057J-247J-24875PVC1503.200.170.040.000P-36150J-248J-24975PVC1503.200.240.050.000P-362171J-249J-25075PVC1503.200.260.060.000P-36361J-250J-25175PVC1503.200.700.160.001P-365118J-252J-25375PVC1503.200.870.200.001P-367113J-254J-25575PVC1503.201.040.240.001P-368119J-254J-25675PVC1503.200.780.180.001P-36978J-253J-25775PVC1503.201.500.340.002P-37065J-257J-25875PVC1503.201.100.250.001P-37127J-258J-25975PVC1503.201.270.290.002P-37350J-259J-26175PVC1503.201.600.360.002P-37462J-261J-26275PVC1503.200.170.040.000P-37550J-261J-26375PVC1503.201.940.440.003P-37691J-263J-26475PVC1503.201.690.380.002P-38490J-270J-27175PVC1503.200.500.110.000P-386112J-271J-27375PVC1503.200.170.040.000P-38851J-274J-27575PVC1503.200.410.090.000P-38989J-275J-27675PVC1503.200.130.030.000P-39095J-275J-27775PVC1503.200.120.030.000P-39148J-277J-27875PVC1503.200.170.040.000P-392126J-277J-24875PVC1503.200.100.020.000P-393125J-249J-27975PVC1503.200.140.030.000P-39445J-279J-28075PVC1503.200.350.080.000P-39550J-280J-27475PVC1503.200.050.010.000P-39649J-274J-28175PVC1503.200.870.200.001P-39760J-281J-28275PVC1503.200.720.160.001P-39850J-282J-28375PVC1503.201.840.420.003P-400122J-279J-25075PVC1503.200.270.060.000P-40358J-284J-26375PVC1503.200.410.090.000P-405151J-285J-25775PVC1503.200.570.130.000P-40796J-286J-25375PVC1503.200.570.130.000P-41085J-267J-28775PVC1503.201.150.260.001P-41150J-287J-28875PVC1503.200.300.070.000P-41365J-289J-28275PVC1503.200.070.020.000P-41465J-281J-29075PVC1503.200.310.070.000P-41760J-291J-28875PVC1503.200.590.130.000P-41850J-291J-29275PVC1503.200.140.030.000P-41960J-292J-28775PVC1503.200.680.150.000P-42084J-292J-26875PVC1503.200.740.170.001P-421124J-294J-29575PVC1503.200.150.030.000P-422114J-293J-29675PVC1503.201.360.310.002P-423163J-296J-29475PVC1503.200.320.070.000P-64995J-255J-46675PVC1500.001.210.270.001P-65053J-466J-46775PVC1500.001.210.270.001P-652110J-280J-46975PVC1503.200.570.130.000P-65356J-469J-25175PVC1503.200.140.030.000P-65451J-469J-28275PVC1500.000.880.200.001P-655189J-269J-47075PVC1503.201.280.290.001P-65690J-470J-27475PVC1503.200.340.080.000P-65750J-276J-47075PVC1500.000.040.010.000P-65824J-290J-47175PVC1503.200.140.030.000P-65956J-471J-29175PVC1503.200.290.070.000P-66051J-470J-47175PVC1500.001.150.260.001P-66155J-288J-47275PVC1503.200.460.100.000P-66224J-472J-28975PVC1503.200.720.160.001P-66359J-471J-47275PVC1500.000.890.200.001P-66489J-283J-47375PVC1503.200.730.170.001P-665190J-473J-26675PVC1503.201.630.370.002P-66651J-472J-47375PVC1500.002.240.510.004P-66751J-473J-28675PVC1500.001.510.340.002P-669271J-296J-47575PVC1503.200.370.080.000P-671275J-475J-29375PVC1500.000.980.220.001P-72646J-252J-25675PVC1500.000.610.140.000P-72751J-279J-27775PVC1500.000.310.070.000P-728241J-264J-46875PVC1500.001.550.350.002P-73550J-283J-49975PVC1503.201.280.290.002P-73611J-499J-25275PVC1503.200.580.130.001

BARRIO CIUDAD SAN MARTINLabelLength (Scaled) (m)Start NodeStop NodeDiameter (mm)MaterialHazen-Williams CMinor Loss Coefficient (Local)Flow (L/s)Velocity (m/s)Headloss Gradient (m/m)P-240120J-158J-159150PVC1503.2010.270.580.003P-241148J-159J-160150PVC1503.207.530.430.001P-243136J-161J-16275PVC1503.200.230.050.000P-24453J-157J-16375PVC1503.201.690.380.003P-24553J-163J-16475PVC1503.200.230.050.000P-24646J-164J-16575PVC1503.201.190.270.001P-254148J-166J-16975PVC1503.200.120.030.000P-255138J-169J-17075PVC1503.200.170.040.000P-264139J-163J-17275PVC1503.201.290.290.001P-265137J-164J-17375PVC1503.201.260.280.001P-266146J-174J-17775PVC1503.200.090.020.000P-267135J-177J-17875PVC1503.200.380.090.000P-268148J-175J-17975PVC1503.200.380.090.000P-269134J-179J-18075PVC1503.201.090.250.001P-278268J-185J-18675PVC1503.200.050.010.000P-280208J-187J-18875PVC1503.200.170.040.000P-282269J-189J-18775PVC1503.200.750.170.001P-285209J-191J-19275PVC1503.200.170.040.000P-290205J-197J-19875PVC1503.200.170.040.000P-305196J-208J-19475PVC1503.201.530.350.002P-62776J-8J-454150PVC1500.0014.180.800.004P-62862J-454J-455150PVC1500.0014.180.800.004P-629108J-455J-456150PVC1500.0014.180.800.004P-63064J-456J-457150PVC1500.0014.180.800.004P-63199J-457J-458150PVC1500.0014.180.800.004P-632169J-458J-158150PVC1500.0014.180.800.004P-633136J-160J-459150PVC1500.005.260.300.001P-63472J-459J-162100PVC1500.005.260.670.004P-63573J-162J-170100PVC1500.004.140.530.003P-63670J-170J-171100PVC1500.003.620.460.002P-63763J-171J-178100PVC1500.003.100.390.002P-63857J-178J-180100PVC1500.001.260.160.000P-639137J-178J-46075PVC1500.001.290.290.001P-640134J-171J-46175PVC1500.000.580.130.000P-642137J-170J-46375PVC1500.000.520.120.000P-643140J-162J-46475PVC1500.001.180.270.001P-64472J-464J-46375PVC1500.001.180.270.001P-64572J-463J-46175PVC1500.001.710.390.002P-64664J-461J-46075PVC1500.002.290.520.004P-647137J-460J-18375PVC1500.003.580.810.009P-648209J-186J-46575PVC1500.000.170.040.000P-694270J-194J-19775PVC1500.001.010.230.001

DEMANDACALCULO DE DEMANDA POR NUDOSNOMBRE DEL PROYECTO : MEJORAMIENTO, AMPLIACION DE SERVICIO DE AGUA POTABLE Y DESAGUE EN BARRIOS MARGINALES-AYAVIRI

Dotacin de agua por habitanteTOTA175114.59180:lt/hab/diaUSUARIOS1400.8Personas por lote4:habitantesBARRIO PUEBLO LIBRELabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.038.000.32Ll/sl/sl/sJ-35610.003,889.600.0830.1080.167J-4927.003,889.900.0580.0760.117J-49311.003,890.000.0920.1190.183J-49410.003,890.500.0830.1080.167BARRIO KAWASHIMASILabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.0397.003.31Ll/sl/sl/sJ-40718.003896.170.1500.1950.300J-40833.003896.410.2750.3580.550J-40924.003890.590.2000.2600.400J-41115.003889.170.1250.1630.250J-4137.003889.370.0580.0760.117J-41516.003893.860.1330.1730.267J-41616.003894.350.1330.1730.267J-41712.003891.420.1000.1300.200J-4188.003891.700.0670.0870.133J-4194.003891.980.0330.0430.067J-42110.003890.070.0830.1080.167J-4228.003890.220.0670.0870.133J-4235.003890.500.0420.0540.083J-4245.003890.390.0420.0540.083J-42614.003888.000.1170.1520.233J-42710.003888.080.0830.1080.167J-42825.003888.940.2080.2710.417J-43339.003887.610.3250.4230.650J-43518.003887.830.1500.1950.300J-4369.003887.670.0750.0980.150J-4377.003887.830.0580.0760.117J-44030.003888.450.2500.3250.500J-4512.003892.040.0170.0220.033J-47612.003896.200.1000.1300.200J-47710.003894.000.0830.1080.167J-47816.003891.420.1330.1730.267J-4820.003888.940.0000.0000.000J-48412.003887.610.1000.1300.200J-48512.003887.610.1000.1300.200J-4910.003896.000.0000.0000.000BARRIO MARISCAL CASTILLALabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.040.000.33Ll/sl/sl/sJ-39311.003,891.560.0920.1190.183J-40014.003,892.170.1170.1520.233J-40110.003,893.730.0830.1080.167J-4025.003,888.950.0420.0540.083J-4950.003,888.950.0000.0000.000BARRIO KOLQUEPARQUELabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.0176.001.47Ll/sl/sl/sJ-9225.003,900.380.2080.2710.417J-937.003,900.040.0580.0760.117J-9714.003,906.030.1170.1520.233J-9828.003,903.500.2330.3030.467J-9926.003,903.860.2170.2820.433J-1009.003,903.030.0750.0980.150J-10111.003,902.340.0920.1190.183J-47910.003,904.970.0830.1080.167J-48010.003,905.000.0830.1080.167J-4810.003,905.030.0000.0000.000J-49612.003,902.000.1000.1300.200J-49712.003,902.000.1000.1300.200J-49812.003,901.800.1000.1300.200CERCADOLabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.0172.001.43Ll/sl/sl/sJ-4113.003,904.700.1080.1410.217J-4915.003,903.810.1250.1630.250J-5517.003,903.230.1420.1840.283J-11315.003,905.330.1250.1630.250J-12021.003,905.690.1750.2280.350J-12335.003,906.350.2920.3790.583J-13556.003,906.550.4670.6070.933BARRIO PANAMERICANALabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.0559.004.66Ll/sl/sl/sJ-2435.003,910.520.0420.0540.083J-24710.003,905.000.0830.1080.167J-24810.003,905.400.0830.1080.167J-24910.003,905.600.0830.1080.167J-25010.003,907.000.0830.1080.167J-25110.003,907.500.0830.1080.167J-25210.003,908.400.0830.1080.167J-25310.003,909.100.0830.1080.167J-25410.003,908.600.0830.1080.167J-25610.003,908.400.0830.1080.167J-25710.003,909.600.0830.1080.167J-25810.003,910.200.0830.1080.167J-25910.003,910.300.0830.1080.167J-26110.003,910.400.0830.1080.167J-26210.003,910.800.0830.1080.167J-26310.003,910.300.0830.1080.167J-26410.003,910.800.0830.1080.167J-26510.003,910.600.0830.1080.167J-26610.003,909.600.0830.1080.167J-26710.003,909.800.0830.1080.167J-26810.003,909.600.0830.1080.167J-26910.003,909.200.0830.1080.167J-27010.003,909.200.0830.1080.167J-27110.003,908.400.0830.1080.167J-27310.003,907.400.0830.1080.167J-27410.003,907.100.0830.1080.167J-27510.003,906.900.0830.1080.167J-27610.003,907.500.0830.1080.167J-27710.003,906.200.0830.1080.167J-27810.003,905.800.0830.1080.167J-27910.003,906.400.0830.1080.167J-28010.003,906.800.0830.1080.167J-28110.003,907.400.0830.1080.167J-28210.003,907.600.0830.1080.167J-28310.003,908.000.0830.1080.167J-28410.003,910.000.0830.1080.167J-28510.003,909.800.0830.1080.167J-28610.003,909.200.0830.1080.167J-28710.003,909.200.0830.1080.167J-28810.003,908.800.0830.1080.167J-28910.003,908.200.0830.1080.167J-29010.003,907.800.0830.1080.167J-29110.003,908.600.0830.1080.167J-2925.003,909.110.0420.0540.083J-29310.003,909.100.0830.1080.167J-29410.003,906.840.0830.1080.167J-2959.003,905.640.0750.0980.150J-29640.003,908.230.3330.4330.667J-4660.003,909.000.0000.0000.000J-46810.003,909.400.0830.1080.167J-46910.003,907.200.0830.1080.167J-47010.003,908.200.0830.1080.167J-47110.003,908.000.0830.1080.167J-47210.003,908.800.0830.1080.167J-47310.003,909.000.0830.1080.167J-4750.003,907.600.0000.0000.000BARRIO CIUDAD SAN MARTINLabelN LOTEScotaCONSUMO PROMEDIO DIARIO ANUALCONSUMO MAXIMO DIARIO K=1.3CONSUMO MAXIMO HORARIO k=2.0369.003.08Ll/sl/sl/sJ-829.003,921.500.2420.3140.483J-15710.003,922.400.0830.1080.167J-15810.003,923.200.0830.1080.167J-15910.003,923.200.0830.1080.167J-16010.003,922.800.0830.1080.167J-16110.003,922.200.0830.1080.167J-16210.003,922.000.0830.1080.167J-16310.003,922.000.0830.1080.167J-16410.003,922.200.0830.1080.167J-16510.003,922.000.0830.1080.167J-16610.003,921.200.0830.1080.167J-16910.003,921.600.0830.1080.167J-17010.003,921.600.0830.1080.167J-17110.003,920.100.0830.1080.167J-17210.003,920.200.0830.1080.167J-17310.003,920.200.0830.1080.167J-17410.003,919.200.0830.1080.167J-17510.003,918.400.0830.1080.167J-17710.003,919.600.0830.1080.167J-17810.003,919.600.0830.1080.167J-17910.003,919.000.0830.1080.167J-18010.003,918.600.0830.1080.167J-18310.003,918.200.0830.1080.167J-18510.003,917.200.0830.1080.167J-18610.003,917.600.0830.1080.167J-18710.003,917.600.0830.1080.167J-18810.003,917.800.0830.1080.167J-18910.003,916.800.0830.1080.167J-19110.003,917.200.0830.1080.167J-19210.003,917.600.0830.1080.167J-19410.003,914.400.0830.1080.167J-19710.003,916.200.0830.1080.167J-19810.003,916.400.0830.1080.167J-20810.003,914.000.0830.1080.167J-4540.003,921.900.0000.0000.000J-4550.003,922.000.0000.0000.000J-4560.003,922.500.0000.0000.000J-4570.003,922.500.0000.0000.000J-4580.003,922.400.0000.0000.000J-4590.003,922.800.0000.0000.000J-4600.003,920.000.0000.0000.000J-4610.003,920.400.0000.0000.000J-4630.003,921.800.0000.0000.000J-4640.003,922.600.0000.0000.000J-46510.003,918.000.0830.1080.167