1. Calculo de Redes Colectoras Manzanayocc

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1.- MEMORIA DE CALCULO - POBLACION FUTURA: Coeficiente de crecimiento lineal por departamento ( CRECIMIENTO DEPART. ANUAL % HAB. ( r ) Piura 3 Cajamarca 2.5 Lambayeque 3.5 La Libertad 2 Ancash 1 Huancavelica 1.1 Junín 1.2 2 Pasco 2.5 Lima 2.5 Ica 3.2 Cusco 1.5 Apúrimac 1.5 Arequipa 1.5 Puno 1.5 Moquegua 1 Tacna 4 Loreto 1 San Martin 3 Amazonas 4 Madre de Dios 4 Poblacion actual en Alapampa= 1120 Habitantes Crecimiento poblacional proyectado, segun tasa de crecimiento: AÑO r (%) POB.FUT. 0 2015 1.1 1120 1 2016 1.1 1132 2 2017 1.1 1145 3 2018 1.1 1157 4 2019 1.1 1169 5 2020 1.1 1182 6 2021 1.1 1194 7 2022 1.1 1206 8 2023 1.1 1219 9 2024 1.1 1231 10 2025 1.1 1243 11 2026 1.1 1256 12 2027 1.1 1268 13 2028 1.1 1280 14 2029 1.1 1292 15 2030 1.1 1305 16 2031 1.1 1317 17 2032 1.1 1329 18 2033 1.1 1342 19 2034 1.1 1354 20 2035 1.1 1366 Num. viviendas = 503 unidades Viv. Publicas= unidades Poblacion flotante = habitantes Pob. futura de dise 1367 Devido a la demanda de empleos que se viene dando en la zona por la ejecucion del gran proyecto hidroelectrico, por la Empresa de Generacion Electrica de Junin (EGE Junin) , que durará en promedio 10 a 15 años, la poblacion se viene incrementando, el criterio que se toma es 2 personas más por cada vivienda existente Habitante s

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Calculo de Redes Colectoras Manzanayocc

Transcript of 1. Calculo de Redes Colectoras Manzanayocc

Page 1: 1. Calculo de Redes Colectoras Manzanayocc

1.- MEMORIA DE CALCULO - POBLACION FUTURA:

Coeficiente de crecimiento lineal por departamento ( r )

CRECIMIENTODEPART. ANUAL %

HAB. ( r )Piura 3Cajamarca 2.5Lambayeque 3.5La Libertad 2Ancash 1Huancavelica 1.1Junín 1.2 2Pasco 2.5Lima 2.5Ica 3.2Cusco 1.5Apúrimac 1.5Arequipa 1.5Puno 1.5Moquegua 1Tacna 4Loreto 1San Martin 3Amazonas 4Madre de Dios 4

Poblacion actual en Alapampa= 1120 Habitantes

Crecimiento poblacional proyectado, segun tasa de crecimiento:

Nº AÑO r (%) POB.FUT.0 2015 1.1 11201 2016 1.1 11322 2017 1.1 11453 2018 1.1 11574 2019 1.1 11695 2020 1.1 11826 2021 1.1 11947 2022 1.1 12068 2023 1.1 12199 2024 1.1 1231

10 2025 1.1 124311 2026 1.1 125612 2027 1.1 126813 2028 1.1 128014 2029 1.1 129215 2030 1.1 130516 2031 1.1 131717 2032 1.1 132918 2033 1.1 134219 2034 1.1 135420 2035 1.1 1366

Num. viviendas = 503 unidadesViv. Publicas= unidadesPoblacion flotante = habitantes

Pob. futura de diseño = 1367 Habitantes

Devido a la demanda de empleos que se viene dando en la zona por la ejecucion del gran proyecto hidroelectrico, por la Empresa de Generacion Electrica de Junin (EGE Junin) , que durará en promedio 10 a 15 años, la poblacion se viene incrementando, el criterio que se toma es 2 personas más por cada vivienda existente

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#REF!

#REF!

MEMORIA DE CÁLCULO - RED DE DISTRIBUCIÓN SISTEMA ABIERTO O RAMIFICADO

DATOS GENERALES DEL PROYECTO:Población Futura : #REF! hab. Caudal Maximo horario para la red Qmh: #REF! l/s Red de distribuciónCota del Reservorio : #REF! m.s.n.m

CALCULO DE LOS GASTOS POR TRAMO

Para propositos de diseño se concidera: Consumo Unitario:Ecuación de Hazen Williams

Qunit.: #REF! l/s/hab. Para la red de distribución

Donde: D : Diametro de la tuberia (Pulg) Calculo de los gastos por tramosQ : Caudal de diseño (l/s) Nº HABITANTES GASTO

DISEÑOhf : Perdida de carga unitaria (m/Km) TRAMO POBLACIÓN FUTURA POR TRAMO

C : Coefic. de Hanzen -Williams (pie^1/2/seg) POR TRAMO (l/s/hab.)Reserv.-CRP 0 #REF!

CRP-N1 0 #REF!N1-N2 20 #REF!N1-N3 10 #REF!N3-N4 144 #REF!

Coef. de Hanzen-Williams: Tub. de diametros comerciales N4-N5 10 #REF!MATERIAL C Diametro D(nom) N4-N6 20 #REF!

Fierro Fundido 100 0.75 3/4" 0.75 N3-N7 50 #REF!Concreto 110 1 1" 1 N7-N8 10 #REF!Acero 120 1.5 1 1/2" 1.5 N7-N9 60 #REF!Asbesto cemento 140 2 2" 2 N9-N10 10 #REF!P.V.C 150 3 3" 2.5 N9-N11 40 #REF!

N9-N12 144 #REF!N12-N13 20 #REF!N12-N14 20 #REF!N12-N15 168 #REF!N15-N16 20 #REF!N15-N17 80 #REF!N17-N18 10 #REF!N17-N19 10 #REF!N19-N20 20 #REF!N20-N21 10 #REF!N20-N22 40 #REF!N19-N23 10 #REF!N22-N23 20 #REF!N23-N24 70 #REF!N24-N25 20 #REF!N25-N26 20 #REF!N26-N27 20 #REF!N24-N27 20 #REF!N27-N28 90 #REF!N28-N29 10 #REF!N28-N30 45 #REF!

Coeficiente de Hanzeb-Williams: 150 TOTAL 1241 #REF!

𝑸_𝒖=𝑸_𝒎𝒉/(𝑷𝒐𝒃. 𝒇𝒖𝒕.)Q=0.0004264CD2 .64h

f 0.54

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#REF!

#REF!

MEMORIA DE CÁLCULO - RED DE DISTRIBUCIÓN SISTEMA ABIERTO O RAMIFICADORESUMEN DEL CÁLCULO HIDRAÚLICO DE LA RED DE DISTRIBUCIÓN

GASTO LONGITUD DIAM. VELOC. PERDIDA DE CARGA COTA PIEZOMETRICA COTA DEL TERRENO PRESION

TRAMO (l/s) D V (m.s.n.m) (m.s.n.m) (m)TRAMO DISEÑO L (Pulg.) (m/s) UNIT. TRAMO INICIAL FINAL INICIAL FINAL INICIAL FINAL

(m)Reserv.-CRP #REF! #REF! 236.160 2.00 #REF! #REF! #REF! 2568.146 #REF! 2568.146 2539.100 0.00 #REF!

CRP-N1 #REF! #REF! 79.299 2.00 #REF! #REF! #REF! 2539.100 #REF! 2539.100 2499.200 0.00 #REF!

N1-N2 #REF! #REF! 83.297 2.00 #REF! #REF! #REF! #REF! #REF! 2499.200 2496.000 #REF! #REF!

N1-N3 #REF! #REF! 142.923 2.00 #REF! #REF! #REF! #REF! #REF! 2499.200 2488.000 #REF! #REF!

N3-N4 #REF! #REF! 182.892 2.00 #REF! #REF! #REF! #REF! #REF! 2488.000 2502.000 #REF! #REF!

N4-N5 #REF! #REF! 72.081 2.00 #REF! #REF! #REF! #REF! #REF! 2502.000 2508.000 #REF! #REF!

N4-N6 #REF! #REF! 63.545 2.00 #REF! #REF! #REF! #REF! #REF! 2502.000 2504.000 #REF! #REF!

N3-N7 #REF! #REF! 107.813 2.00 #REF! #REF! #REF! #REF! #REF! 2488.000 2492.000 #REF! #REF!

N7-N8 #REF! #REF! 72.786 2.00 #REF! #REF! #REF! #REF! #REF! 2492.000 2494.000 #REF! #REF!

N7-N9 #REF! #REF! 129.378 2.00 #REF! #REF! #REF! #REF! #REF! 2492.000 2495.000 #REF! #REF!

N9-N10 #REF! #REF! 86.667 2.00 #REF! #REF! #REF! #REF! #REF! 2495.000 2496.000 #REF! #REF!

N9-N11 #REF! #REF! 32.675 2.00 #REF! #REF! #REF! #REF! #REF! 2495.000 2495.000 #REF! #REF!

N9-N12 #REF! #REF! 115.447 2.00 #REF! #REF! #REF! #REF! #REF! 2495.000 2498.000 #REF! #REF!

N12-N13 #REF! #REF! 67.661 2.00 #REF! #REF! #REF! #REF! #REF! 2498.000 2498.000 #REF! #REF!

N12-N14 #REF! #REF! 32.264 2.00 #REF! #REF! #REF! #REF! #REF! 2498.000 2498.000 #REF! #REF!

N12-N15 #REF! #REF! 414.572 2.00 #REF! #REF! #REF! #REF! #REF! 2498.000 2504.000 #REF! #REF!

N15-N16 #REF! #REF! 72.083 1.50 #REF! #REF! #REF! #REF! #REF! 2504.000 2504.000 #REF! #REF!

N15-N17 #REF! #REF! 91.712 1.50 #REF! #REF! #REF! #REF! #REF! 2504.000 2507.000 #REF! #REF!

N17-N18 #REF! #REF! 31.136 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2507.000 #REF! #REF!

N17-N19 #REF! #REF! 14.163 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2507.000 #REF! #REF!

N19-N20 #REF! #REF! 34.186 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2507.000 #REF! #REF!

N20-N21 #REF! #REF! 11.131 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2507.000 #REF! #REF!

N20-N22 #REF! #REF! 35.310 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2508.000 #REF! #REF!

N19-N23 #REF! #REF! 34.329 1.50 #REF! #REF! #REF! #REF! #REF! 2507.000 2508.000 #REF! #REF!

N22-N23 #REF! #REF! 30.930 1.50 #REF! #REF! #REF! #REF! #REF! 2508.000 2508.000 #REF! #REF!

N23-N24 #REF! #REF! 361.037 1.50 #REF! #REF! #REF! #REF! #REF! 2508.000 2516.000 #REF! #REF!

N24-N25 #REF! #REF! 31.960 1.00 #REF! #REF! #REF! #REF! #REF! 2516.000 2516.000 #REF! #REF!

N25-N26 #REF! #REF! 22.346 1.00 #REF! #REF! #REF! #REF! #REF! 2516.000 2517.000 #REF! #REF!

N26-N27 #REF! #REF! 34.450 1.00 #REF! #REF! #REF! #REF! #REF! 2517.000 2517.000 #REF! #REF!

N24-N27 #REF! #REF! 22.350 1.00 #REF! #REF! #REF! #REF! #REF! 2517.000 2522.000 #REF! #REF!

N27-N28 #REF! #REF! 326.298 1.00 #REF! #REF! #REF! #REF! #REF! 2522.000 2526.000 #REF! #REF!

N28-N29 #REF! #REF! 94.370 0.75 #REF! #REF! #REF! #REF! #REF! 2522.000 2534.000 #REF! #REF!

N28-N30 #REF! #REF! 152.189 0.75 #REF! #REF! #REF! #REF! #REF! 2526.000 2535.000 #REF! #REF!

O/OO

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MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Bz-01 Bz-02 65.96 0.03 1.500 1.53 3,203.310 3,197.160 1.20 1.20 3,202.110 3,195.960 93.24 8 200 0.1820 112.61 4.326 0.014 0.370 1.601 1.0000 0.182 0.010 9.37 1.90Bz-02 Bz-03 40.30 0.02 1.55 3,197.160 3,193.890 1.20 1.20 3,195.960 3,192.690 81.14 8 200 0.1820 105.05 4.035 0.015 0.380 1.533 1.0000 0.182 0.011 8.49 1.94Bz-03 Bz-04 39.40 0.02 1.56 3,193.890 3,191.860 1.20 1.20 3,192.690 3,190.660 51.52 8 200 0.1820 83.71 3.216 0.019 0.410 1.318 1.0000 0.182 0.012 6.04 2.05Bz-04 Bz-05 19.95 0.01 1.57 3,191.860 3,189.970 1.20 1.20 3,190.660 3,188.770 94.74 8 200 0.1820 113.51 4.360 0.014 0.370 1.613 1.0000 0.182 0.010 9.52 1.90Bz-05 Bz-06 35.74 0.02 1.59 3,189.970 3,188.870 1.20 1.20 3,188.770 3,187.670 30.78 8 200 0.1820 64.70 2.485 0.025 0.440 1.094 1.0000 0.182 0.013 4.01 2.17Bz-06 Bz-07 27.00 0.01 1.60 3,188.870 3,187.120 1.20 1.20 3,187.670 3,185.920 64.81 8 200 0.1820 93.89 3.607 0.017 0.390 1.407 1.0000 0.182 0.011 7.05 1.98Bz-07 Bz-08 15.10 0.01 1.61 3,187.120 3,184.910 1.20 1.20 3,185.920 3,183.710 146.36 8 200 0.1820 141.08 5.420 0.011 0.350 1.897 1.0000 0.182 0.009 13.53 1.82Bz-08 Bz-09 30.11 0.01 1.62 3,184.910 3,184.400 1.20 1.20 3,183.710 3,183.200 16.94 8 200 0.1820 48.00 1.844 0.034 0.480 0.885 0.7660 0.139 0.015 2.52 2.31Bz-09 Bz-10 30.20 0.01 1.63 3,184.400 3,182.850 1.20 1.20 3,183.200 3,181.650 51.32 8 200 0.1820 83.55 3.209 0.020 0.410 1.316 1.0000 0.182 0.012 6.02 2.05

8Bz-10 Bz-12 9.79 0.00 1.500 1.50 3,183.850 3,180.140 1.20 1.20 3,182.250 3,178.940 338.10 8 200 0.1820 214.43 8.237 0.007 0.300 2.471 1.0000 0.182 0.007 24.81 1.63Bz-12 Bz-13 21.62 0.01 1.51 3,180.140 3,173.850 1.20 1.20 3,178.940 3,172.650 290.93 8 200 0.1820 198.91 7.641 0.008 0.320 2.445 1.0000 0.182 0.008 23.52 1.71Bz-13 Bz-14 25.45 0.01 1.52 3,173.850 3,170.042 1.20 1.20 3,172.650 3,168.842 149.63 8 200 0.1820 142.65 5.480 0.011 0.350 1.918 1.0000 0.182 0.009 13.84 1.82Bz-14 Bz-15 68.67 0.03 1.55 3,170.042 3,161.980 1.20 1.20 3,168.842 3,160.780 117.40 8 200 0.1820 126.36 4.854 0.012 0.360 1.747 1.0000 0.182 0.010 11.33 1.86Bz-12 Bz-16 48.48 0.02 1.58 3,161.980 3,159.460 1.20 1.20 3,160.780 3,158.260 51.98 8 200 0.1820 84.08 3.230 0.019 0.410 1.324 1.0000 0.182 0.012 6.09 2.05Bz-16 Bz-17 49.15 0.02 1.60 3,159.460 3,157.550 1.20 1.20 3,158.260 3,156.350 38.86 8 200 0.1820 72.70 2.793 0.022 0.420 1.173 1.0000 0.182 0.012 4.72 2.09

8Bz-18 Bz-17 25.71 0.01 1.500 1.51 3,159.360 3,157.550 1.20 1.20 3,158.160 3,156.350 70.40 8 200 0.1820 97.85 3.759 0.015 0.380 1.428 1.0000 0.182 0.011 7.37 1.94Bz-17 Bz-19 38.80 0.02 1.53 3,157.550 3,156.510 1.20 1.20 3,156.350 3,155.310 26.80 8 200 0.1820 60.38 2.319 0.025 0.440 1.021 1.0000 0.182 0.013 3.49 2.17Bz-19 Bz-20 43.08 0.02 1.55 3,156.510 3,156.010 1.20 1.20 3,155.310 3,154.810 11.61 8 200 0.1820 39.73 1.526 0.039 0.500 0.763 0.6670 0.121 0.016 1.83 2.38Bz-20 Bz-21 14.42 0.01 1.55 3,156.010 3,155.910 1.20 1.30 3,154.810 3,154.610 13.87 8 200 0.1820 43.43 1.668 0.036 0.490 0.818 0.7090 0.129 0.016 2.12 2.35

Bz-24 Bz-23 46.69 0.02 1.500 1.52 3,162.680 3,159.160 1.20 1.60 3,161.480 3,157.560 83.96 8 200 0.1820 106.86 4.105 0.014 0.370 1.519 1.0000 0.182 0.010 8.44 1.90Bz-23 Bz-22 33.60 0.01 1.53 3,159.160 3,157.650 1.60 1.20 3,157.560 3,156.450 33.04 8 200 0.1820 67.03 2.575 0.023 0.430 1.107 1.0000 0.182 0.013 4.16 2.13Bz-22 Bz-20 37.33 0.02 1.55 3,157.650 3,156.010 1.20 1.20 3,156.450 3,154.810 43.93 8 200 0.1820 77.30 2.969 0.020 0.410 1.217 1.0000 0.182 0.012 5.15 2.05

8Bz-16 Bz-25 29.47 0.01 1.500 1.51 3,159.450 3,159.920 1.20 2.00 3,158.250 3,157.920 11.20 8 200 0.1820 39.02 1.499 0.039 0.500 0.750 0.6530 0.119 0.016 1.77 2.38Bz-25 Bz-23 31.99 0.01 1.53 3,159.920 3,159.160 2.00 1.60 3,157.920 3,157.560 11.25 8 200 0.1820 39.12 1.503 0.039 0.500 0.751 0.6600 0.120 0.016 1.78 2.38Bz-37 Bz-26 16.77 0.01 1.53 3,159.160 3,159.290 1.60 2.00 3,157.560 3,157.290 16.10 8 200 0.1820 46.79 1.798 0.033 0.480 0.863 0.7470 0.136 0.015 2.39 2.31Bz-26 Bz-27 38.51 0.02 1.55 3,159.290 3,157.540 2.00 1.20 3,157.290 3,156.340 24.67 8 200 0.1820 57.92 2.225 0.027 0.450 1.001 1.0000 0.182 0.014 3.33 2.20Bz-25 Bz-21 37.56 0.02 1.57 3,157.540 3,155.910 1.20 1.20 3,156.340 3,154.710 43.40 8 200 0.1820 76.82 2.951 0.020 0.410 1.210 1.0000 0.182 0.012 5.09 2.05Bz-21 Bz-28 49.83 0.02 1.59 3,155.910 3,154.080 1.20 1.60 3,154.710 3,152.480 44.75 8 200 0.1820 78.01 2.997 0.020 0.410 1.229 1.0000 0.182 0.012 5.25 2.05

8Bz-29 Bz-30 80.92 0.04 1.500 1.54 3,155.990 3,154.340 1.20 1.20 3,154.790 3,153.140 20.39 8 200 0.1820 52.66 2.023 0.029 0.460 0.931 0.8210 0.149 0.014 2.84 2.24Bz-30 Bz-28 28.74 0.01 1.55 3,154.340 3,154.080 1.20 1.60 3,153.140 3,152.480 22.96 8 200 0.1820 55.89 2.147 0.028 0.450 0.966 0.8740 0.159 0.014 3.10 2.20Bz-28 Bz-31 34.56 0.02 1.56 3,154.080 3,153.660 1.60 1.50 3,152.480 3,152.160 9.26 8 200 0.1820 35.49 1.363 0.044 0.520 0.709 0.6260 0.114 0.017 1.55 2.46Bz-31 Bz-32 48.17 0.02 1.58 3,153.660 3,152.230 1.50 1.20 3,152.160 3,151.030 23.46 8 200 0.1820 56.48 2.170 0.028 0.450 0.976 0.8940 0.163 0.014 3.16 2.20Bz-30 Bz-33 69.52 0.03 1.61 3,152.230 3,151.140 1.20 1.20 3,151.030 3,149.940 15.68 8 200 0.1820 46.18 1.774 0.035 0.480 0.851 0.7380 0.134 0.015 2.33 2.31Bz-33 Bz-34 53.48 0.02 1.64 3,151.140 3,149.980 1.20 1.20 3,149.940 3,148.780 21.69 8 200 0.1820 54.31 2.086 0.030 0.460 0.960 0.8560 0.156 0.014 3.02 2.24Bz-34 Bz-35 40.55 0.02 1.66 3,149.980 3,150.050 1.20 1.60 3,148.780 3,148.450 8.14 8 200 0.1820 33.27 1.278 0.050 0.540 0.690 0.6200 0.113 0.018 1.44 2.53

Bz-37 Bz-36 71.10 0.03 1.500 1.53 3,158.440 3,155.490 1.20 1.20 3,157.240 3,154.290 41.49 8 200 0.1820 75.12 2.886 0.020 0.410 1.183 1.0000 0.182 0.012 4.86 2.05Bz-36 Bz-30 38.84 0.02 1.55 3,155.490 3,154.340 1.20 1.20 3,154.290 3,153.140 29.61 8 200 0.1820 63.46 2.438 0.024 0.430 1.048 1.0000 0.182 0.013 3.73 2.13Bz-37 Bz-38 20.42 0.01 1.56 3,158.440 3,159.170 1.20 2.10 3,157.240 3,157.070 8.33 8 200 0.1820 33.65 1.293 0.046 0.520 0.672 0.6070 0.110 0.017 1.39 2.46Bz-38 Bz-39 52.08 0.02 1.58 3,159.170 3,155.990 2.10 1.20 3,157.070 3,154.790 43.78 8 200 0.1820 77.16 2.964 0.020 0.410 1.215 1.0000 0.182 0.012 5.13 2.05Bz-36 Bz-40 48.45 0.02 1.60 3,155.990 3,149.990 1.20 1.20 3,154.790 3,148.790 123.84 8 200 0.1820 129.78 4.985 0.012 0.360 1.795 1.0000 0.182 0.010 11.95 1.86

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

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MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

Bz-40 Bz-41 48.45 0.02 1.62 3,149.990 3,144.210 1.20 1.20 3,148.790 3,143.010 119.30 8 200 0.1820 127.38 4.893 0.013 0.360 1.761 1.0000 0.182 0.010 11.51 1.86Bz-41 Bz-42 23.47 0.01 1.63 3,144.210 3,143.320 1.20 1.20 3,143.010 3,142.120 37.92 8 200 0.1820 71.81 2.759 0.023 0.430 1.186 1.0000 0.182 0.013 4.78 2.13Bz-42 Bz-43 38.55 0.02 1.65 3,143.320 3,138.480 1.20 1.20 3,142.120 3,137.280 125.55 8 200 0.1820 130.67 5.020 0.013 0.360 1.807 1.0000 0.182 0.010 12.11 1.86

Bz-46 Bz-45 21.40 0.01 1.500 1.51 3,162.860 3,162.010 1.20 1.20 3,161.660 3,160.810 39.72 8 200 0.1820 73.50 2.823 0.021 0.420 1.186 1.0000 0.182 0.012 4.83 2.09Bz-45 Bz-44 40.32 0.02 1.53 3,162.010 3,155.210 1.20 1.20 3,160.810 3,154.010 168.65 8 200 0.1820 151.45 5.818 0.010 0.340 1.978 1.0000 0.182 0.009 14.93 1.79Bz-44 Bz-43 30.01 0.01 1.54 3,155.210 3,153.970 1.20 1.20 3,154.010 3,152.770 41.32 8 200 0.1820 74.96 2.880 0.021 0.420 1.209 1.0000 0.182 0.012 5.02 2.09Bz-43 Bz-28 35.19 0.02 1.56 3,153.970 3,154.080 1.20 1.60 3,152.770 3,152.480 8.24 8 200 0.1820 33.48 1.286 0.046 0.520 0.669 0.6000 0.109 0.017 1.38 2.46Bz-46 Bz-47 35.98 0.02 1.57 3,162.860 3,161.450 1.20 1.20 3,161.660 3,160.250 39.19 8 200 0.1820 73.00 2.804 0.022 0.420 1.178 1.0000 0.182 0.012 4.76 2.09Bz-47 Bz-48 34.87 0.02 1.59 3,161.450 3,159.600 1.20 1.20 3,160.250 3,158.400 53.05 8 200 0.1820 84.94 3.263 0.019 0.410 1.338 1.0000 0.182 0.012 6.22 2.05Bz-48 Bz-49 17.87 0.01 1.59 3,159.600 3,157.190 1.20 1.20 3,158.400 3,155.990 134.86 8 200 0.1820 135.43 5.202 0.012 0.360 1.873 1.0000 0.182 0.010 13.01 1.86Bz-49 Bz-50 54.74 0.02 1.62 3,157.190 3,154.080 1.20 1.80 3,155.990 3,152.280 67.77 8 200 0.1820 96.01 3.688 0.017 0.390 1.438 1.0000 0.182 0.011 7.37 1.98Bz-52 Bz-51 31.99 0.01 1.63 3,154.020 3,154.040 1.20 1.50 3,152.820 3,152.540 8.75 8 200 0.1820 34.50 1.325 0.047 0.530 0.702 0.6260 0.114 0.018 1.51 2.49Bz-51 Bz-50 30.53 0.01 1.65 3,154.040 3,154.080 1.50 1.80 3,152.540 3,152.280 8.52 8 200 0.1820 34.03 1.307 0.048 0.530 0.693 0.6200 0.113 0.018 1.47 2.49

Bz-55 Bz-54 48.77 0.02 1.500 1.52 3,158.020 3,157.640 1.20 2.00 3,156.820 3,155.640 24.20 8 200 0.1820 57.36 2.204 0.027 0.450 0.992 0.9350 0.170 0.014 3.26 2.20Bz-54 Bz-53 25.02 0.01 1.53 3,157.640 3,157.460 2.00 2.10 3,155.640 3,155.360 11.19 8 200 0.1820 39.01 1.499 0.039 0.500 0.749 0.6530 0.119 0.016 1.77 2.38Bz-53 Bz-29 64.59 0.03 1.56 3,157.460 3,155.990 2.10 1.20 3,155.360 3,154.790 8.82 8 200 0.1820 34.64 1.331 0.045 0.520 0.692 0.6200 0.113 0.017 1.48 2.46Bz-55 Bz-56 34.71 0.02 1.58 3,158.020 3,153.250 1.20 1.20 3,156.820 3,152.050 137.42 8 200 0.1820 136.71 5.252 0.012 0.360 1.891 1.0000 0.182 0.010 13.26 1.86Bz-56 Bz-57 45.68 0.02 1.60 3,153.250 3,144.380 1.20 1.20 3,152.050 3,143.180 194.18 8 200 0.1820 162.51 6.243 0.010 0.340 2.122 1.0000 0.182 0.009 17.19 1.79Bz-57 Bz-43 42.27 0.02 1.61 3,144.380 3,138.480 1.20 1.20 3,143.180 3,137.280 139.58 8 200 0.1820 137.78 5.293 0.012 0.360 1.905 1.0000 0.182 0.010 13.46 1.86Bz-43 Bz-58 40.48 0.02 1.63 3,138.480 3,120.740 1.20 1.20 3,137.280 3,119.540 438.24 8 200 0.1820 244.13 9.378 0.007 0.300 2.813 1.0000 0.182 0.007 32.16 1.63Bz-58 Bz-59 29.17 0.01 1.64 3,120.740 3,117.950 1.20 1.20 3,119.540 3,116.750 95.65 8 200 0.1820 114.05 4.381 0.014 0.370 1.621 1.0000 0.182 0.010 9.61 1.90

Bz-60 Bz-61 10.71 0.00 1.500 1.50 3,159.890 3,157.990 1.20 1.20 3,158.690 3,156.790 177.40 8 200 0.1820 155.33 5.967 0.010 0.340 2.029 1.0000 0.182 0.009 15.71 1.79Bz-61 Bz-54 15.71 0.01 1.51 3,157.990 3,157.640 1.20 2.00 3,156.790 3,155.640 73.20 8 200 0.1820 99.78 3.833 0.015 0.380 1.456 1.0000 0.182 0.011 7.66 1.94Bz-45 Bz-37 35.08 0.02 1.53 3,162.010 3,158.440 1.20 1.20 3,160.810 3,157.240 101.77 8 200 0.1820 117.64 4.519 0.013 0.360 1.627 1.0000 0.182 0.010 9.82 1.86Bz-37 Bz-62 32.28 0.01 1.54 3,159.890 3,157.250 1.20 1.20 3,158.690 3,156.050 81.78 8 200 0.1820 105.46 4.051 0.015 0.380 1.540 1.0000 0.182 0.011 8.56 1.94Bz-62 Bz-54 29.37 0.01 1.55 3,157.250 3,157.640 1.20 2.00 3,156.050 3,155.640 13.96 8 200 0.1820 43.57 1.674 0.036 0.490 0.820 0.7130 0.130 0.016 2.14 2.35Bz-45 Bz-63 33.50 0.01 1.57 3,162.010 3,160.110 1.20 1.20 3,160.810 3,158.910 56.72 8 200 0.1820 87.83 3.374 0.018 0.400 1.350 1.0000 0.182 0.012 6.41 2.02Bz-63 Bz-64 24.75 0.01 1.58 3,160.110 3,158.230 1.20 1.20 3,158.910 3,157.030 75.96 8 200 0.1820 101.64 3.904 0.016 0.390 1.523 1.0000 0.182 0.011 8.26 1.98Bz-64 Bz-33 34.39 0.01 1.59 3,158.230 3,151.140 1.20 1.20 3,157.030 3,149.940 206.16 8 200 0.1820 167.45 6.432 0.010 0.340 2.187 1.0000 0.182 0.009 18.25 1.79

Bz-65 Bz-66 65.96 0.03 1.500 1.53 3,159.950 3,158.740 1.20 1.20 3,158.750 3,157.540 18.34 8 200 0.1820 49.95 1.919 0.031 0.470 0.902 0.7860 0.143 0.015 2.64 2.28Bz-66 Bz 55 40.30 0.02 1.55 3,158.740 3,158.020 1.20 1.20 3,157.540 3,156.820 17.87 8 200 0.1820 49.29 1.894 0.031 0.470 0.890 0.7770 0.141 0.015 2.57 2.28Bz 55 Bz 39 39.40 0.02 1.56 3,158.020 3,155.990 1.20 1.20 3,156.820 3,154.790 51.52 8 200 0.1820 83.71 3.216 0.019 0.410 1.318 1.0000 0.182 0.012 6.04 2.05Bz-48 Bz-67 19.95 0.01 1.57 3,159.600 3,159.620 1.20 1.50 3,158.400 3,158.120 14.04 8 200 0.1820 43.69 1.678 0.036 0.490 0.822 0.7130 0.130 0.016 2.15 2.35Bz-67 Bz-39 35.74 0.02 1.59 3,159.620 3,155.990 1.50 1.20 3,158.120 3,154.790 93.17 8 200 0.1820 112.57 4.324 0.014 0.370 1.600 1.0000 0.182 0.010 9.37 1.90Bz-48 Bz-68 27.00 0.01 1.60 3,159.600 3,158.590 1.20 1.20 3,158.400 3,157.390 37.41 8 200 0.1820 71.33 2.740 0.022 0.420 1.151 1.0000 0.182 0.012 4.55 2.09Bz-68 Bz-69 15.10 0.01 17.72 3,158.590 3,154.730 1.20 1.20 3,157.390 3,153.530 255.63 8 200 0.1820 186.46 7.163 0.095 0.640 4.584 1.0000 0.182 0.023 58.45 2.87Bz-69 Bz-35 30.11 0.01 17.73 3,154.730 3,150.050 1.20 1.60 3,153.530 3,148.450 168.71 8 200 0.1820 151.48 5.819 0.117 0.680 3.957 1.0000 0.182 0.026 42.25 3.00

Bz-50 Bz-70 21.61 0.01 1.500 1.51 3,203.310 3,197.160 1.20 1.20 3,202.110 3,195.960 284.59 8 200 0.1820 196.73 7.557 0.008 0.320 2.418 1.0000 0.182 0.008 23.01 1.71Bz-70 Bz-71 31.42 0.01 1.52 3,197.160 3,193.890 1.20 1.20 3,195.960 3,192.690 104.07 8 200 0.1820 118.97 4.570 0.013 0.360 1.645 1.0000 0.182 0.010 10.04 1.86Bz-71 Bz-41 27.46 0.01 1.54 3,193.890 3,191.860 1.20 1.20 3,192.690 3,190.660 73.93 8 200 0.1820 100.27 3.852 0.015 0.380 1.464 1.0000 0.182 0.011 7.73 1.94

Page 6: 1. Calculo de Redes Colectoras Manzanayocc

MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

Bz-35 Bz-72 29.21 0.01 1.500 1.51 3,150.050 3,149.010 1.60 1.20 3,148.450 3,147.810 21.91 8 200 0.1820 54.59 2.097 0.028 0.450 0.944 0.8340 0.152 0.014 2.95 2.20Bz-72 Bz-73 27.10 0.01 1.52 3,149.010 3,147.390 1.20 1.20 3,147.810 3,146.190 59.78 8 200 0.1820 90.17 3.464 0.017 0.390 1.351 1.0000 0.182 0.011 6.50 1.98Bz-73 Bz-74 25.66 0.01 1.54 3,147.390 3,142.560 1.20 1.20 3,146.190 3,141.360 188.23 8 200 0.1820 160.00 6.146 0.010 0.340 2.090 1.0000 0.182 0.009 16.67 1.79Bz-74 Bz-75 44.69 0.02 1.56 3,142.560 3,140.000 1.20 1.20 3,141.360 3,138.800 57.28 8 200 0.1820 88.26 3.391 0.018 0.400 1.356 1.0000 0.182 0.012 6.47 2.02Bz-75 Bz-76 35.19 0.02 1.57 3,140.000 3,135.106 1.20 1.20 3,138.800 3,133.906 139.07 8 200 0.1820 137.53 5.283 0.011 0.350 1.849 1.0000 0.182 0.009 12.86 1.82Bz-76 Bz-77 21.43 0.01 1.58 3,135.106 3,132.000 1.20 1.20 3,133.906 3,130.800 144.94 8 200 0.1820 140.40 5.393 0.011 0.350 1.888 1.0000 0.182 0.009 13.40 1.82Bz-77 Bz-78 21.71 0.01 1.59 3,132.000 3,130.684 1.20 1.20 3,130.800 3,129.484 60.62 8 200 0.1820 90.80 3.488 0.018 0.400 1.395 1.0000 0.182 0.012 6.85 2.02Bz-78 Bz-79 12.18 0.01 1.59 3,130.684 3,128.772 1.20 1.20 3,129.484 3,127.572 156.98 8 200 0.1820 146.11 5.613 0.011 0.350 1.964 1.0000 0.182 0.009 14.52 1.82Bz-79 Bz-80 41.86 0.02 1.61 3,128.772 3,125.993 1.20 1.20 3,127.572 3,124.793 66.39 8 200 0.1820 95.02 3.650 0.017 0.390 1.424 1.0000 0.182 0.011 7.22 1.98Bz-80 Bz-81 26.31 0.01 1.62 3,203.310 3,122.283 1.20 1.50 3,124.793 3,120.783 152.41 8 200 0.1820 143.97 5.531 0.011 0.350 1.936 1.0000 0.182 0.009 14.09 1.82Bz-81 Bz-82 9.91 0.00 1.63 3,122.283 3,119.734 1.50 1.20 3,120.783 3,118.534 226.94 8 200 0.1820 175.68 6.749 0.009 0.330 2.227 1.0000 0.182 0.009 19.21 1.75Bz-82 Bz-83 17.37 0.01 1.64 3,119.734 3,117.997 1.20 1.20 3,118.534 3,116.797 100.00 8 200 0.1820 116.62 4.480 0.014 0.370 1.658 1.0000 0.182 0.010 10.05 1.90Bz-83 Bz-59 14.29 0.01 1.64 3,117.997 3,117.948 1.20 1.40 3,116.797 3,116.548 17.42 8 200 0.1820 48.68 1.870 0.034 0.480 0.898 0.7810 0.142 0.015 2.59 2.31

Bz-59 Bz-84 17.31 0.01 1.500 1.51 3,117.948 3,117.073 1.40 1.20 3,116.548 3,115.873 38.99 8 200 0.1820 72.82 2.797 0.021 0.420 1.175 1.0000 0.182 0.012 4.74 2.09Bz-84 Bz-85 22.81 0.01 1.52 3,117.073 3,115.822 1.20 1.20 3,115.873 3,114.622 54.84 8 200 0.1820 86.36 3.318 0.018 0.400 1.327 1.0000 0.182 0.012 6.20 2.02Bz-85 Bz-86 33.82 0.01 1.53 3,115.822 3,109.256 1.20 1.20 3,114.622 3,108.056 194.15 8 200 0.1820 162.49 6.242 0.009 0.330 2.060 1.0000 0.182 0.009 16.44 1.75Bz-86 Bz-87 6.13 0.00 1.53 3,109.256 3,108.026 1.20 1.20 3,108.056 3,106.826 200.65 8 200 0.1820 165.19 6.346 0.009 0.330 2.094 1.0000 0.182 0.009 16.99 1.75Bz-87 Bz-88 9.41 0.00 1.54 3,108.026 3,105.403 1.20 1.20 3,106.826 3,104.203 278.75 8 200 0.1820 194.70 7.479 0.008 0.320 2.393 1.0000 0.182 0.008 22.54 1.71Bz-88 Bz-89 13.46 0.01 1.54 3,105.403 3,102.233 1.20 1.20 3,104.203 3,101.033 235.51 8 200 0.1820 178.97 6.875 0.009 0.330 2.269 1.0000 0.182 0.009 19.94 1.75Bz-89 Bz-90 14.72 0.01 1.55 3,102.233 3,095.942 1.20 1.20 3,101.033 3,094.742 427.38 8 200 0.1820 241.09 9.261 0.006 0.290 2.686 1.0000 0.182 0.007 29.81 1.58Bz-90 Bz-91 12.59 0.01 1.56 3,095.942 3,091.997 1.20 1.20 3,094.742 3,090.797 313.34 8 200 0.1820 206.43 7.930 0.008 0.320 2.538 1.0000 0.182 0.008 25.33 1.71Bz-91 Bz-92 39.09 0.02 1.57 3,091.997 3,088.000 1.20 1.20 3,090.797 3,086.800 102.25 8 200 0.1820 117.92 4.530 0.013 0.360 1.631 1.0000 0.182 0.010 9.86 1.86Bz-92 Bz-93 28.19 0.01 1.59 3,203.310 3,085.755 1.20 1.20 3,086.800 3,084.555 79.64 8 200 0.1820 104.07 3.998 0.015 0.380 1.519 1.0000 0.182 0.011 8.33 1.94Bz-93 Bz-94 26.69 0.01 1.60 3,085.755 3,083.677 1.20 1.20 3,084.555 3,082.477 77.86 8 200 0.1820 102.90 3.953 0.016 0.390 1.542 1.0000 0.182 0.011 8.47 1.98

Bz-106 Bz-105 37.33 0.02 1.500 1.52 3,133.515 3,131.652 1.20 1.20 3,132.315 3,130.452 49.91 8 200 0.1820 82.38 3.165 0.018 0.400 1.266 1.0000 0.182 0.012 5.64 2.02Bz-105 Bz-104 34.36 0.01 1.53 3,131.652 3,130.062 1.20 1.20 3,130.452 3,128.862 46.27 8 200 0.1820 79.33 3.047 0.019 0.410 1.249 1.0000 0.182 0.012 5.43 2.05Bz-104 Bz-103 50.09 0.02 1.55 3,130.062 3,127.093 1.20 1.20 3,128.862 3,125.893 59.27 8 200 0.1820 89.78 3.449 0.017 0.390 1.345 1.0000 0.182 0.011 6.45 1.98Bz-103 Bz-102 46.64 0.02 1.57 3,127.093 3,121.406 1.20 1.20 3,125.893 3,120.206 121.93 8 200 0.1820 128.77 4.947 0.012 0.360 1.781 1.0000 0.182 0.010 11.76 1.86Bz-102 Bz-101 41.54 0.02 1.59 3,121.406 3,116.363 1.20 1.20 3,120.206 3,115.163 121.40 8 200 0.1820 128.49 4.936 0.012 0.360 1.777 1.0000 0.182 0.010 11.71 1.86Bz-101 Bz-100 23.69 0.01 1.60 3,116.363 3,112.266 1.20 1.20 3,115.163 3,111.066 172.94 8 200 0.1820 153.36 5.891 0.010 0.340 2.003 1.0000 0.182 0.009 15.31 1.79Bz-100 Bz-99 9.60 0.00 1.61 3,112.266 3,110.604 1.20 1.20 3,111.066 3,109.404 173.13 8 200 0.1820 153.44 5.894 0.010 0.340 2.004 1.0000 0.182 0.009 15.33 1.79Bz-99 Bz-98 12.35 0.01 1.61 3,110.604 3,107.529 1.20 1.20 3,109.404 3,106.329 248.99 8 200 0.1820 184.02 7.069 0.009 0.330 2.333 1.0000 0.182 0.009 21.08 1.75

Bz-114 Bz-113 37.28 0.02 1.500 1.52 3,153.988 3,151.667 1.20 1.20 3,152.788 3,150.467 62.26 8 200 0.1820 92.02 3.535 0.016 0.390 1.379 1.0000 0.182 0.011 6.77 1.98Bz-113 Bz-112 45.37 0.02 1.54 3,151.667 3,149.517 1.20 1.20 3,150.467 3,148.317 47.39 8 200 0.1820 80.28 3.084 0.019 0.410 1.264 1.0000 0.182 0.012 5.56 2.05Bz-112 Bz-111 35.47 0.02 1.55 3,149.517 3,145.607 1.20 1.20 3,148.317 3,144.407 110.23 8 200 0.1820 122.44 4.703 0.013 0.360 1.693 1.0000 0.182 0.010 10.63 1.86Bz-111 Bz-110 40.32 0.02 1.57 3,145.607 3,142.346 1.20 1.20 3,144.407 3,141.146 80.88 8 200 0.1820 104.88 4.029 0.015 0.380 1.531 1.0000 0.182 0.011 8.46 1.94Bz-110 Bz-109 35.41 0.02 1.58 3,142.346 3,141.688 1.20 1.20 3,141.146 3,140.488 18.58 8 200 0.1820 50.27 1.931 0.032 0.470 0.908 0.7910 0.144 0.015 2.67 2.28Bz-109 Bz-108 33.15 0.01 1.60 3,141.688 3,140.367 1.20 1.20 3,140.488 3,139.167 39.85 8 200 0.1820 73.62 2.828 0.022 0.420 1.188 1.0000 0.182 0.012 4.84 2.09Bz-108 Bz-107 47.42 0.02 1.62 3,140.367 3,136.603 1.20 1.20 3,139.167 3,135.403 79.38 8 200 0.1820 103.90 3.991 0.016 0.390 1.557 1.0000 0.182 0.011 8.63 1.98Bz-107 Bz-106 51.18 0.02 1.64 3,136.603 3,133.515 1.20 1.20 3,135.403 3,132.315 60.34 8 200 0.1820 90.59 3.480 0.018 0.400 1.392 1.0000 0.182 0.012 6.82 2.02

Bz-98 Bz-97 19.83 0.01 1.500 1.51 3,107.529 3,106.060 1.20 1.20 3,106.329 3,104.860 74.08 8 200 0.1820 100.37 3.856 0.015 0.380 1.465 1.0000 0.182 0.011 7.75 1.94Bz-97 Bz-96 16.84 0.01 1.52 3,106.060 3,102.371 1.20 1.20 3,104.860 3,101.171 219.06 8 200 0.1820 172.60 6.630 0.009 0.330 2.188 1.0000 0.182 0.009 18.55 1.75

Page 7: 1. Calculo de Redes Colectoras Manzanayocc

MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

Bz-96 Bz-95 17.90 0.01 1.52 3,102.371 3,092.312 1.20 1.20 3,101.171 3,091.112 561.96 8 200 0.1820 276.45 10.620 0.006 0.290 3.080 1.0000 0.182 0.007 39.19 1.58Bz-95 Bz-94 18.91 0.01 1.53 3,092.312 3,083.677 1.20 1.20 3,091.112 3,082.477 456.64 8 200 0.1820 249.20 9.573 0.006 0.290 2.776 1.0000 0.182 0.007 31.85 1.58

Bz-121 Bz-120 28.78 0.01 1.500 1.51 3,156.493 3,156.146 1.20 1.20 3,155.293 3,154.946 12.06 8 200 0.1820 40.49 1.556 0.037 0.490 0.762 0.6670 0.121 0.016 1.85 2.35Bz-120 Bz-119 21.32 0.01 1.52 3,156.146 3,156.032 1.20 1.30 3,154.946 3,154.732 10.04 8 200 0.1820 36.95 1.419 0.041 0.510 0.724 0.6400 0.116 0.017 1.63 2.42Bz-119 Bz-118 23.74 0.01 1.53 3,156.032 3,155.984 1.30 1.50 3,154.732 3,154.484 10.45 8 200 0.1820 37.69 1.448 0.041 0.510 0.738 0.6460 0.118 0.017 1.70 2.42Bz-118 Bz-117 47.50 0.02 1.55 3,155.984 3,155.634 1.50 1.60 3,154.484 3,154.034 9.47 8 200 0.1820 35.89 1.379 0.043 0.510 0.703 0.6260 0.114 0.017 1.54 2.42Bz-117 Bz-116 31.58 0.01 1.57 3,155.634 3,155.182 1.60 1.50 3,154.034 3,153.682 11.15 8 200 0.1820 38.93 1.496 0.040 0.500 0.748 0.6530 0.119 0.016 1.76 2.38Bz-116 Bz-115 15.66 0.01 1.57 3,155.182 3,154.622 1.50 1.20 3,153.682 3,153.422 16.60 8 200 0.1820 47.52 1.825 0.033 0.480 0.876 0.7610 0.139 0.015 2.47 2.31Bz-115 Bz-114 39.27 0.02 1.59 3,154.622 3,153.988 1.20 1.20 3,153.422 3,152.788 16.14 8 200 0.1820 46.86 1.800 0.034 0.480 0.864 0.7470 0.136 0.015 2.40 2.31

Bz-94 Bz-122 10.03 0.00 1.500 1.50 3,083.677 3,082.844 1.20 1.20 3,082.477 3,081.644 83.05 10 250 0.2270 191.57 4.730 0.008 0.320 1.514 1.0000 0.227 0.010 8.37 1.91Bz-122 Bz-123 22.47 0.01 1.51 3,082.844 3,081.106 1.20 1.20 3,081.644 3,079.906 77.35 10 250 0.2270 184.87 4.565 0.008 0.320 1.461 1.0000 0.227 0.010 7.80 1.91Bz-123 Bz-124 20.75 0.01 1.52 3,081.106 3,079.932 1.20 1.20 3,079.906 3,078.732 56.58 10 250 0.2270 158.11 3.904 0.010 0.340 1.328 1.0000 0.227 0.011 6.25 1.99Bz-124 Bz-125 45.97 0.02 1.54 3,079.932 3,077.952 1.20 1.20 3,078.732 3,076.752 43.07 10 250 0.2270 137.96 3.407 0.011 0.350 1.192 1.0000 0.227 0.012 4.97 2.04Bz-125 Bz-126 38.83 0.02 1.56 3,077.952 3,075.970 1.20 1.20 3,076.752 3,074.770 51.04 10 250 0.2270 150.18 3.709 0.010 0.340 1.261 1.0000 0.227 0.011 5.64 1.99Bz-126 Bz-127 29.34 0.01 1.57 3,075.970 3,074.814 1.20 1.20 3,074.770 3,073.614 39.40 10 250 0.2270 131.95 3.258 0.012 0.360 1.173 1.0000 0.227 0.012 4.74 2.08Bz-127 Bz-128 47.27 0.02 1.59 3,074.814 3,071.548 1.20 1.20 3,073.614 3,070.348 69.09 10 250 0.2270 174.73 4.315 0.009 0.330 1.424 1.0000 0.227 0.011 7.30 1.95Bz-128 Bz-129 24.26 0.01 1.60 3,071.548 3,068.314 1.20 1.20 3,070.348 3,067.114 133.31 10 250 0.2270 242.70 5.993 0.007 0.300 1.798 1.0000 0.227 0.009 12.20 1.82

Bz-129 Bz-149 35.91 0.02 1.500 1.52 3,068.314 3,065.978 1.60 1.20 3,066.714 3,064.778 53.91 10 250 0.2270 154.35 3.811 0.010 0.340 1.296 1.0000 0.227 0.011 5.95 1.99Bz-149 Bz-150 37.37 0.02 1.53 3,065.978 3,064.007 1.20 1.20 3,064.778 3,062.807 52.74 10 250 0.2270 152.66 3.770 0.010 0.340 1.282 1.0000 0.227 0.011 5.82 1.99Bz-150 Bz-151 33.89 0.01 1.55 3,064.007 3,061.165 1.20 1.20 3,062.807 3,059.965 83.86 10 250 0.2270 192.50 4.753 0.008 0.320 1.521 1.0000 0.227 0.010 8.46 1.91Bz-151 Bz-152 52.95 0.02 1.57 3,061.165 3,056.763 1.20 1.20 3,059.965 3,055.563 83.14 10 250 0.2270 191.66 4.733 0.008 0.320 1.515 1.0000 0.227 0.010 8.38 1.91Bz-152 Bz-153 41.62 0.02 1.59 3,056.763 3,053.635 1.20 1.20 3,055.563 3,052.435 75.16 10 250 0.2270 182.23 4.500 0.009 0.330 1.485 1.0000 0.227 0.011 7.94 1.95Bz-153 Bz-154 62.20 0.03 1.61 3,053.635 3,050.651 1.20 1.20 3,052.435 3,049.451 47.97 10 250 0.2270 145.60 3.595 0.011 0.350 1.258 1.0000 0.227 0.012 5.53 2.04Bz-154 Bz-155 25.39 0.01 1.63 3,050.651 3,048.488 1.20 1.20 3,049.451 3,047.288 85.19 10 250 0.2270 194.02 4.791 0.008 0.320 1.533 1.0000 0.227 0.010 8.59 1.91Bz-155 Bz-156 48.24 0.02 1.65 3,048.488 3,043.988 1.20 1.20 3,047.288 3,042.788 93.28 10 250 0.2270 203.03 5.013 0.008 0.320 1.604 1.0000 0.227 0.010 9.41 1.91Bz-156 Bz-157 37.50 0.02 1.66 3,043.988 3,041.937 1.20 1.20 3,042.788 3,040.737 54.69 10 250 0.2270 155.46 3.839 0.011 0.350 1.344 1.0000 0.227 0.012 6.31 2.04Bz-157 Bz 164 48.54 0.02 1.68 3,203.310 3,039.984 1.20 1.20 3,040.737 3,038.784 40.23 10 250 0.2270 133.34 3.293 0.013 0.360 1.185 1.0000 0.227 0.012 4.84 2.08Bz 164 Bz-163 31.66 0.01 1.70 3,039.984 3,039.895 1.20 1.40 3,038.784 3,038.495 9.13 10 250 0.2270 63.51 1.568 0.027 0.450 0.706 0.6260 0.142 0.017 1.53 2.46

Bz-140 Bz-139 38.67 0.02 1.500 1.52 3,062.063 3,060.849 1.20 1.20 3,060.863 3,059.649 31.39 8 200 0.1820 65.34 2.510 0.023 0.430 1.079 1.0000 0.182 0.013 3.95 2.13Bz-139 Bz-138 40.02 0.02 1.53 3,060.849 3,060.000 1.20 1.20 3,059.649 3,058.800 21.21 8 200 0.1820 53.71 2.063 0.029 0.460 0.949 0.8410 0.153 0.014 2.96 2.24Bz-138 Bz-132 51.82 0.02 1.56 3,060.000 3,059.162 1.20 1.20 3,058.800 3,057.962 16.17 8 200 0.1820 46.90 1.802 0.033 0.480 0.865 0.7470 0.136 0.015 2.40 2.31

Bz-190 Bz-71 21.94 0.01 1.500 1.51 3,152.188 3,152.003 1.20 1.20 3,150.988 3,150.803 8.43 8 200 0.1820 33.86 1.301 0.045 0.520 0.676 0.6070 0.110 0.017 1.41 2.46Bz-71 Bz-40 52.04 0.02 1.53 3,152.003 3,150.001 1.20 1.20 3,150.803 3,148.801 38.47 8 200 0.1820 72.33 2.779 0.021 0.420 1.167 1.0000 0.182 0.012 4.68 2.09

Bz-129 Bz-130 19.83 0.01 1.500 1.51 3,068.317 3,066.144 1.60 1.20 3,066.717 3,064.944 89.41 8 200 0.1820 110.27 4.236 0.014 0.370 1.567 1.0000 0.182 0.010 8.99 1.90Bz-130 Bz-131 31.71 0.01 1.52 3,066.144 3,062.411 1.20 1.20 3,064.944 3,061.211 117.72 8 200 0.1820 126.53 4.861 0.012 0.360 1.750 1.0000 0.182 0.010 11.36 1.86Bz-131 Bz-132 23.41 0.01 1.53 3,062.411 3,059.162 1.20 1.20 3,061.211 3,057.962 138.79 8 200 0.1820 137.39 5.278 0.011 0.350 1.847 1.0000 0.182 0.009 12.83 1.82Bz-132 Bz-133 27.66 0.01 1.54 3,059.162 3,056.084 1.20 1.20 3,057.962 3,054.884 111.28 8 200 0.1820 123.02 4.726 0.013 0.360 1.701 1.0000 0.182 0.010 10.73 1.86Bz-133 Bz-134 27.67 0.01 1.56 3,056.084 3,053.988 1.20 1.20 3,054.884 3,052.788 75.75 8 200 0.1820 101.50 3.899 0.015 0.380 1.482 1.0000 0.182 0.011 7.92 1.94Bz-134 Bz-135 22.93 0.01 1.57 3,053.988 3,053.808 1.20 1.30 3,052.788 3,052.508 12.21 8 200 0.1820 40.75 1.565 0.038 0.500 0.783 0.6820 0.124 0.016 1.93 2.38Bz-135 Bz-136 26.78 0.01 1.58 3,053.808 3,052.325 1.30 1.20 3,052.508 3,051.125 51.64 8 200 0.1820 83.81 3.219 0.019 0.410 1.320 1.0000 0.182 0.012 6.05 2.05

Page 8: 1. Calculo de Redes Colectoras Manzanayocc

MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

Bz-136 Bz-137 31.74 0.01 1.59 3,052.325 3,049.669 1.20 1.20 3,051.125 3,048.469 83.68 8 200 0.1820 106.68 4.098 0.015 0.380 1.557 1.0000 0.182 0.011 8.75 1.94Bz-137 Bz-191 22.03 0.01 1.60 3,049.669 3,048.000 1.20 1.20 3,048.469 3,046.800 75.76 8 200 0.1820 101.51 3.899 0.016 0.390 1.521 1.0000 0.182 0.011 8.24 1.98Bz-191 Bz-192 31.89 0.01 1.62 3,203.310 3,047.350 1.20 1.20 3,046.800 3,046.150 20.38 8 200 0.1820 52.65 2.023 0.031 0.470 0.951 0.8490 0.155 0.015 2.93 2.28Bz-192 Bz-193 29.07 0.01 1.63 3,047.350 3,045.820 1.20 1.20 3,046.150 3,044.620 52.63 8 200 0.1820 84.60 3.250 0.019 0.410 1.333 1.0000 0.182 0.012 6.17 2.05Bz-193 Bz-194 20.53 0.01 1.64 3,045.820 3,044.000 1.20 1.20 3,044.620 3,042.800 88.65 8 200 0.1820 109.80 4.218 0.015 0.380 1.603 1.0000 0.182 0.011 9.27 1.94Bz-194 Bz-145 26.83 0.01 1.65 3,044.000 3,043.878 1.20 1.30 3,042.800 3,042.578 8.27 8 200 0.1820 33.55 1.289 0.049 0.530 0.683 0.6130 0.112 0.018 1.43 2.49

Bz-135 Bz-141 15.05 0.01 1.500 1.51 3,053.808 3,053.569 1.20 1.20 3,052.608 3,052.369 15.88 8 200 0.1820 46.47 1.785 0.032 0.470 0.839 0.7250 0.132 0.015 2.29 2.28Bz-141 Bz-142 17.16 0.01 1.51 3,053.569 3,053.215 1.20 1.20 3,052.369 3,052.015 20.63 8 200 0.1820 52.97 2.035 0.029 0.460 0.936 0.8270 0.151 0.014 2.87 2.24Bz-142 Bz-143 20.33 0.01 1.52 3,053.215 3,053.329 1.20 1.50 3,052.015 3,051.829 9.15 8 200 0.1820 35.27 1.355 0.043 0.510 0.691 0.6200 0.113 0.017 1.49 2.42Bz-143 Bz-144 55.92 0.02 1.55 3,053.329 3,050.411 1.50 1.20 3,051.829 3,049.211 46.82 8 200 0.1820 79.79 3.065 0.019 0.410 1.257 1.0000 0.182 0.012 5.49 2.05Bz-144 Bz-145 69.89 0.03 1.58 3,050.411 3,043.878 1.20 1.30 3,049.211 3,042.578 94.91 8 200 0.1820 113.61 4.364 0.014 0.370 1.615 1.0000 0.182 0.010 9.54 1.90Bz-145 Bz-146 37.02 0.02 1.59 3,043.878 3,043.179 1.30 1.20 3,042.578 3,041.979 16.18 8 200 0.1820 46.91 1.802 0.034 0.480 0.865 0.7470 0.136 0.015 2.40 2.31Bz-146 Bz-147 30.43 0.01 1.61 3,043.179 3,042.950 1.20 1.30 3,041.979 3,041.650 10.81 8 200 0.1820 38.35 1.473 0.042 0.510 0.751 0.6600 0.120 0.017 1.76 2.42Bz-147 Bz-148 17.97 0.01 1.61 3,042.950 3,042.892 1.30 1.40 3,041.650 3,041.492 8.79 8 200 0.1820 34.58 1.328 0.047 0.530 0.704 0.6260 0.114 0.018 1.52 2.49Bz-148 Bz-159 31.69 0.01 1.63 3,042.892 3,041.652 1.40 1.20 3,041.492 3,040.452 32.82 8 200 0.1820 66.81 2.566 0.024 0.430 1.104 1.0000 0.182 0.013 4.13 2.13

Bz-157 Bz-158 17.09 0.01 1.500 1.51 3,041.937 3,042.000 1.20 1.40 3,040.737 3,040.600 8.02 8 200 0.1820 33.02 1.268 0.046 0.520 0.660 0.5940 0.108 0.017 1.34 2.46Bz-158 Bz-159 57.34 0.02 1.53 3,042.000 3,041.652 1.40 1.60 3,040.600 3,040.052 9.56 8 200 0.1820 36.05 1.385 0.043 0.510 0.706 0.6260 0.114 0.017 1.55 2.42Bz-159 Bz-163 31.31 0.01 1.55 3,041.652 3,038.950 1.60 1.20 3,040.052 3,037.750 73.52 8 200 0.1820 100.00 3.841 0.015 0.380 1.460 1.0000 0.182 0.011 7.69 1.94

Bz-160 Bz-157 36.53 0.02 1.500 1.52 3,042.851 3,041.937 1.20 1.20 3,041.651 3,040.737 25.02 8 200 0.1820 58.33 2.241 0.026 0.450 1.008 1.0000 0.182 0.014 3.37 2.20Bz-160 Bz-161 44.55 0.02 1.54 3,042.851 3,041.962 1.20 1.20 3,041.651 3,040.762 19.96 8 200 0.1820 52.10 2.001 0.029 0.460 0.921 0.8080 0.147 0.014 2.78 2.24Bz-161 Bz-162 34.62 0.02 1.55 3,041.962 3,041.643 1.20 1.20 3,040.762 3,040.443 9.21 8 200 0.1820 35.40 1.360 0.044 0.520 0.707 0.6260 0.114 0.017 1.54 2.46Bz-162 Bz-163 24.40 0.01 1.56 3,041.643 3,039.895 1.20 1.20 3,040.443 3,038.695 71.64 8 200 0.1820 98.71 3.792 0.016 0.390 1.479 1.0000 0.182 0.011 7.79 1.98

Bz-163 Bz-165 32.95 0.01 1.500 1.51 3,039.895 3,038.785 1.20 1.20 3,038.695 3,037.585 33.69 10 250 0.2270 122.01 3.013 0.012 0.360 1.085 1.0000 0.227 0.012 4.05 2.08Bz-165 Bz-166 43.61 0.02 1.53 3,038.785 3,035.984 1.20 1.20 3,037.585 3,034.784 64.23 10 250 0.2270 168.47 4.160 0.009 0.330 1.373 1.0000 0.227 0.011 6.78 1.95Bz-166 Bz-167 45.62 0.02 1.55 3,035.984 3,033.933 1.20 1.20 3,034.784 3,032.733 44.96 10 250 0.2270 140.95 3.480 0.011 0.350 1.218 1.0000 0.227 0.012 5.19 2.04Bz-167 Bz-168 42.04 0.02 1.57 3,033.933 3,032.293 1.20 1.20 3,032.733 3,031.093 39.01 10 250 0.2270 131.29 3.242 0.012 0.360 1.167 1.0000 0.227 0.012 4.69 2.08Bz-168 Bz-169 54.01 0.02 1.60 3,032.293 3,028.618 1.20 1.20 3,031.093 3,027.418 68.04 10 250 0.2270 173.40 4.282 0.009 0.330 1.413 1.0000 0.227 0.011 7.19 1.95Bz-169 Bz-170 35.84 0.02 1.61 3,028.618 3,024.533 1.20 1.20 3,027.418 3,023.333 113.98 10 250 0.2270 224.42 5.542 0.007 0.300 1.663 1.0000 0.227 0.009 10.43 1.82Bz-170 Bz-171 27.61 0.01 1.62 3,024.533 3,020.861 1.20 1.20 3,023.333 3,019.661 133.00 10 250 0.2270 242.42 5.986 0.007 0.300 1.796 1.0000 0.227 0.009 12.17 1.82Bz-171 Bz-172 25.01 0.01 1.63 3,020.861 3,016.648 1.20 1.20 3,019.661 3,015.448 168.45 10 250 0.2270 272.83 6.737 0.006 0.290 1.954 1.0000 0.227 0.009 14.65 1.77Bz-172 Bz-173 25.60 0.01 1.64 3,016.648 3,013.849 1.20 1.20 3,015.448 3,012.649 109.34 10 250 0.2270 219.80 5.428 0.007 0.300 1.628 1.0000 0.227 0.009 10.01 1.82

Bz-173 Bz-174 13.44 0.01 1.500 1.51 3,013.849 3,012.878 1.20 1.20 3,012.649 3,011.678 72.25 10 250 0.2270 178.67 4.412 0.008 0.320 1.412 1.0000 0.227 0.010 7.28 1.91Bz-174 Bz-175 14.70 0.01 1.51 3,012.878 3,011.981 1.20 1.20 3,011.678 3,010.781 61.02 10 250 0.2270 164.20 4.055 0.009 0.330 1.338 1.0000 0.227 0.011 6.44 1.95Bz-175 Bz-176 17.19 0.01 1.52 3,011.981 3,011.980 1.20 1.40 3,010.781 3,010.580 11.69 10 250 0.2270 71.88 1.775 0.021 0.420 0.745 0.6530 0.148 0.015 1.77 2.34Bz-176 Bz-177 17.37 0.01 1.53 3,011.980 3,011.968 1.40 1.60 3,010.580 3,010.368 12.20 10 250 0.2270 73.44 1.813 0.021 0.420 0.762 0.6670 0.151 0.015 1.85 2.34Bz-177 Bz-178 17.70 0.01 1.54 3,011.968 3,011.922 1.60 1.80 3,010.368 3,010.122 13.90 10 250 0.2270 78.37 1.935 0.020 0.410 0.793 0.6890 0.156 0.015 2.03 2.29Bz-178 Bz-179 16.99 0.01 1.54 3,011.922 3,010.524 1.80 1.20 3,010.122 3,009.324 46.97 10 250 0.2270 144.06 3.557 0.011 0.350 1.245 1.0000 0.227 0.012 5.42 2.04Bz-179 Bz-180 11.92 0.01 1.55 3,010.524 3,010.318 1.20 1.20 3,009.324 3,009.118 17.28 10 250 0.2270 87.39 2.158 0.018 0.400 0.863 0.7470 0.170 0.014 2.44 2.25Bz-180 Bz-181 9.39 0.00 1.55 3,010.318 3,010.170 1.20 1.20 3,009.118 3,008.970 15.76 10 250 0.2270 83.45 2.061 0.019 0.410 0.845 0.7290 0.165 0.015 2.30 2.29Bz-181 Bz-182 14.55 0.01 1.56 3,010.170 3,009.939 1.20 1.20 3,008.970 3,008.739 15.88 10 250 0.2270 83.76 2.068 0.019 0.410 0.848 0.7340 0.167 0.015 2.32 2.29Bz-182 Bz-183 36.90 0.02 1.57 3,009.939 3,009.527 1.20 1.20 3,008.739 3,008.327 11.17 10 250 0.2270 70.24 1.734 0.022 0.420 0.728 0.6400 0.145 0.015 1.69 2.34

Page 9: 1. Calculo de Redes Colectoras Manzanayocc

MEMORIA DE CALCULO - DISEÑO HIDRAULICO RED DE ALCANTARILLADO -MANZANAYOCC

PROYECTO: "MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO EN LA LOCALIDAD DE MANZANAYOCC, DISTRITO DE ANCO - CHURCAMPA - JUNIN”DATOS:

A.- POBLACION ACTUAL 1120 hab. qu = Q aguas resid/(Long Colector+Interceptor) 0.00044 Lt/s/m Ø TUBERIA DIST. MAX.B.- TASA DE CRECIMIENTO (r%) 1.1 % + Qinfiltrac=C.- PERIODO DE DISEÑO (AÑOS) 20 años Coeficiente de rugosidad Manning = 0.0090 para Tuberia PVC 4" 60 mD.- POBLACION FLOTANTE 0 Colectoras 6" 60 mE.- POBLACION FUTURA DE DISEÑO 1366 hab. Interceptoras 8" 80 mK2= 1.8 - 2.5 2 Emisoras 10" - 12" 100 mDot= 120 Lts/Hab/dia Caudal Minimo 1.5000 lt/s Ø MAYORES 150 mQmh= 3.79 Lt/s Veloc minim 0.6000 m/sQ aguas resid = 80%*Qmh = 3.032 Lt/s Veloc max 5.0000 m/sCaudal de infiltracion (m3/seg) 6764.11 * Longitud total de la red ( Km. ) 6.764 Km 6.96011 196 * Número de buzones de la red 196 Unidades * Qinf. = 20000 lt/Km·día x longitud de la red + 380 lt/buzón·día x # buzones 0.00000 Lt/s

BUZON CAUDAL COTA TAPA PROF. BUZON COTA FONDO GRAD. Diam. Interior CAUDAL VELOC.

INICIAL. FINAL (ML) Acum.BUZON (M) BUZON S

Pulg (mm)D Q V

fq=q/Q fv=v/Vv = V.fv

fd=y/D y = fd . D (m) (Pa)σVc

INICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO) m (LT/SEG) (M/SEG) (M/SEG) m/s

Y ≤ 0.5DY ≤ (2/3)DY ≤ (3/4)D

LONG. TRAMO

DIAM. Nominal

(DN)

RELAC. CAUDAL

RELAC. VELOC.

VELOC. REAL

RELAC. ALTURA

Tirante y (m)

Radio Hidraul

Tensión Trac

Veloc critica

Caudal tramo

Caudal mín. adic.

Bz-183 Bz-184 25.28 0.01 1.59 3,009.527 3,009.136 1.20 1.20 3,008.327 3,007.936 15.47 10 250 0.2270 82.67 2.041 0.019 0.410 0.837 0.7250 0.165 0.015 2.26 2.29

Bz-185 Bz-186 16.70 0.01 1.500 1.51 3,017.983 3,017.687 1.20 1.20 3,016.783 3,016.487 17.72 8 200 0.1820 49.10 1.886 0.031 0.470 0.886 0.7770 0.141 0.015 2.55 2.28Bz-186 Bz-187 8.59 0.00 1.51 3,017.687 3,016.879 1.20 1.20 3,016.487 3,015.679 94.06 8 200 0.1820 113.10 4.345 0.013 0.360 1.564 1.0000 0.182 0.010 9.07 1.86Bz-187 Bz-188 13.23 0.01 1.52 3,016.879 3,013.999 1.20 1.20 3,015.679 3,012.799 217.69 8 200 0.1820 172.06 6.610 0.009 0.330 2.181 1.0000 0.182 0.009 18.43 1.75Bz-188 Bz-189 22.56 0.01 1.53 3,013.999 3,011.658 1.20 1.20 3,012.799 3,010.458 103.77 8 200 0.1820 118.80 4.563 0.013 0.360 1.643 1.0000 0.182 0.010 10.01 1.86Bz-189 Bz-179 29.71 0.01 1.54 3,011.658 3,010.524 1.20 1.20 3,010.458 3,009.324 38.17 8 200 0.1820 72.05 2.768 0.021 0.420 1.162 1.0000 0.182 0.012 4.64 2.09

Bz-11 Bz-195 17.09 0.01 1.500 1.51 3,186.938 3,180.683 1.20 1.20 3,185.738 3,179.483 366.00 8 200 0.1820 223.11 8.570 0.007 0.300 2.571 1.0000 0.182 0.007 26.86 1.63Bz-195 Bz-196 18.85 0.01 1.52 3,180.683 3,175.709 1.20 1.20 3,179.483 3,174.509 263.87 8 200 0.1820 189.44 7.277 0.008 0.320 2.329 1.0000 0.182 0.008 21.33 1.71Bz-196 Bz-14 24.85 0.01 1.53 3,175.709 3,170.042 1.20 1.20 3,174.509 3,168.842 228.05 8 200 0.1820 176.11 6.765 0.009 0.330 2.232 1.0000 0.182 0.009 19.31 1.75

Page 10: 1. Calculo de Redes Colectoras Manzanayocc

INICIAL. FINAL BUZON BUZON BUZON SINICIAL FINAL INICIAL FINAL INICIAL FINAL (O/OO)

Bz-01 Bz-02 3203.31 3197.16 1.2 1.2 3202.11 3195.96 93.24Bz-02 Bz-03 3197.16 3193.89 1.2 1.2 3195.96 3192.69 81.14Bz-03 Bz-04 3193.89 3191.86 1.2 1.2 3192.69 3190.66 51.52Bz-04 Bz-05 3191.86 3189.97 1.2 1.2 3190.66 3188.77 94.74Bz-05 Bz-06 3189.97 3188.87 1.2 1.2 3188.77 3187.67 30.78Bz-06 Bz-07 3188.87 3187.12 1.2 1.2 3187.67 3185.92 64.81Bz-07 Bz-08 3187.12 3184.91 1.2 1.2 3185.92 3183.71 146.36Bz-08 Bz-09 3184.91 3184.40 1.2 1.2 3183.71 3183.20 16.94Bz-09 Bz-10 3184.40 3182.85 1.2 1.2 3183.20 3181.65 51.32

Bz-10 Bz-12 3183.85 3180.14 1.2 1.2 3182.25 3178.94 338.10Bz-12 Bz-13 3180.14 3173.85 1.2 1.2 3178.94 3172.65 290.93Bz-13 Bz-14 3173.85 3170.04 1.2 1.2 3172.65 3168.84 149.63Bz-14 Bz-15 3170.04 3161.98 1.2 1.2 3168.84 3160.78 117.40Bz-12 Bz-16 3161.98 3159.46 1.2 1.2 3160.78 3158.26 51.98Bz-16 Bz-17 3159.46 3157.55 1.2 1.2 3158.26 3156.35 38.86

Bz-18 Bz-17 3159.36 3157.55 1.2 1.2 3158.16 3156.35 70.40Bz-17 Bz-19 3157.55 3156.51 1.2 1.2 3156.35 3155.31 26.80Bz-19 Bz-20 3156.51 3156.01 1.2 1.2 3155.31 3154.81 11.61Bz-20 Bz-21 3156.01 3155.91 1.2 1.3 3154.81 3154.61 13.87

Bz-24 Bz-23 3162.68 3159.16 1.2 1.6 3161.48 3157.56 83.96Bz-23 Bz-22 3159.16 3157.65 1.6 1.2 3157.56 3156.45 33.04Bz-22 Bz-20 3157.65 3156.01 1.2 1.2 3156.45 3154.81 43.93

Bz-16 Bz-25 3159.45 3159.92 1.2 2 3158.25 3157.92 11.20Bz-25 Bz-23 3159.92 3159.16 2 1.6 3157.92 3157.56 11.25Bz-37 Bz-26 3159.16 3159.29 1.6 2 3157.56 3157.29 16.10Bz-26 Bz-27 3159.29 3157.54 2 1.2 3157.29 3156.34 24.67Bz-25 Bz-21 3157.54 3155.91 1.2 1.2 3156.34 3154.71 43.40Bz-21 Bz-28 3155.91 3154.08 1.2 1.5 3154.71 3152.58 42.75

Bz-29 Bz-30 3155.99 3154.34 1.2 1.2 3154.79 3153.14 20.39Bz-30 Bz-28 3154.34 3154.08 1.2 1.5 3153.14 3152.58 19.49Bz-28 Bz-31 3154.08 3153.66 1.5 1.5 3152.58 3152.16 12.15Bz-31 Bz-32 3153.66 3152.23 1.5 1.2 3152.16 3151.03 23.46Bz-30 Bz-33 3152.23 3151.14 1.2 1.2 3151.03 3149.94 15.68Bz-33 Bz-34 3151.14 3149.98 1.2 1.2 3149.94 3148.78 21.69Bz-34 Bz-35 3149.98 3150.05 1.2 1.6 3148.78 3148.45 8.14

Bz-37 Bz-36 3158.44 3155.49 1.2 1.2 3157.24 3154.29 41.49Bz-36 Bz-30 3155.49 3154.34 1.2 1.2 3154.29 3153.14 29.61Bz-37 Bz-38 3158.44 3159.17 1.2 2.1 3157.24 3157.07 8.33Bz-38 Bz-39 3159.17 3155.99 2.1 1.2 3157.07 3154.79 43.78Bz-36 Bz-40 3155.99 3149.99 1.2 1.2 3154.79 3148.79 123.84Bz-40 Bz-41 3149.99 3144.21 1.2 1.2 3148.79 3143.01 119.30Bz-41 Bz-42 3144.21 3143.32 1.2 1.2 3143.01 3142.12 37.92Bz-42 Bz-43 3143.32 3138.48 1.2 1.2 3142.12 3137.28 125.55

Bz-46 Bz-45 3162.86 3162.01 1.2 1.2 3161.66 3160.81 39.72Bz-45 Bz-44 3162.01 3155.21 1.2 1.2 3160.81 3154.01 168.65Bz-44 Bz-43 3155.21 3153.97 1.2 1.2 3154.01 3152.77 41.32Bz-43 Bz-28 3153.97 3154.08 1.2 1.5 3152.77 3152.58 5.40Bz-46 Bz-47 3162.86 3161.45 1.2 1.2 3161.66 3160.25 39.19Bz-47 Bz-48 3161.45 3159.60 1.2 1.2 3160.25 3158.40 53.05Bz-48 Bz-49 3159.60 3157.19 1.2 1.2 3158.40 3155.99 134.86Bz-49 Bz-50 3157.19 3154.08 1.2 1.8 3155.99 3152.28 67.77Bz-52 Bz-51 3154.02 3154.04 1.2 1.5 3152.82 3152.54 8.75Bz-51 Bz-50 3154.04 3154.08 1.5 1.8 3152.54 3152.28 8.52

Bz-55 Bz-54 3158.02 3157.64 1.2 1.8 3156.82 3155.84 20.09Bz-54 Bz-53 3157.64 3157.46 1.8 2 3155.84 3155.46 15.19Bz-53 Bz-29 3157.46 3155.99 2 1.2 3155.46 3154.79 10.37

Page 11: 1. Calculo de Redes Colectoras Manzanayocc

Bz-55 Bz-56 3158.02 3153.25 1.2 1.2 3156.82 3152.05 137.42Bz-56 Bz-57 3153.25 3144.38 1.2 1.2 3152.05 3143.18 194.18Bz-57 Bz-43 3144.38 3138.48 1.2 1.2 3143.18 3137.28 139.58Bz-43 Bz-58 3138.48 3120.74 1.2 1.2 3137.28 3119.54 438.24Bz-58 Bz-59 3120.74 3117.95 1.2 1.2 3119.54 3116.75 95.65

Bz-60 Bz-61 3159.89 3157.99 1.2 1.2 3158.69 3156.79 177.40Bz-61 Bz-54 3157.99 3157.64 1.2 1.8 3156.79 3155.84 60.47Bz-45 Bz-37 3162.01 3158.44 1.2 1.2 3160.81 3157.24 101.77Bz-37 Bz-62 3159.89 3157.25 1.2 1.2 3158.69 3156.05 81.78Bz-62 Bz-54 3157.25 3157.64 1.2 1.8 3156.05 3155.84 7.15Bz-45 Bz-63 3162.01 3160.11 1.2 1.2 3160.81 3158.91 56.72Bz-63 Bz-64 3160.11 3158.23 1.2 1.2 3158.91 3157.03 75.96Bz-64 Bz-33 3158.23 3151.14 1.2 1.2 3157.03 3149.94 206.16

Bz-65 Bz-66 3159.95 3158.74 1.2 1.2 3158.75 3157.54 18.34Bz-66 55 3158.74 3158.02 1.2 1.2 3157.54 3156.82 17.87

55 39 3158.02 3155.99 1.2 1.2 3156.82 3154.79 51.52Bz-48 Bz-67 3159.60 3159.62 1.2 1.5 3158.40 3158.12 14.04Bz-67 Bz-39 3159.62 3155.99 1.5 1.2 3158.12 3154.79 93.17Bz-48 Bz-68 3159.60 3158.59 1.2 1.2 3158.40 3157.39 37.41Bz-68 Bz-69 3158.59 3154.73 1.2 1.2 3157.39 3153.53 255.63Bz-69 Bz-35 3154.73 3150.05 1.2 1.6 3153.53 3148.45 168.71

Bz-50 Bz-70 3203.31 3197.16 1.2 1.2 3202.11 3195.96 284.59Bz-70 Bz-71 3197.16 3193.89 1.2 1.2 3195.96 3192.69 104.07Bz-71 Bz-41 3193.89 3191.86 1.2 1.2 3192.69 3190.66 73.93

Bz-35 Bz-72 3150.05 3149.01 1.6 1.2 3148.45 3147.81 21.91Bz-72 Bz-73 3149.01 3147.39 1.2 1.2 3147.81 3146.19 59.78Bz-73 Bz-74 3147.39 3142.56 1.2 1.2 3146.19 3141.36 188.23Bz-74 Bz-75 3142.56 3140.00 1.2 1.2 3141.36 3138.80 57.28Bz-75 Bz-76 3140.00 3135.11 1.2 1.2 3138.80 3133.91 139.07Bz-76 Bz-77 3135.11 3132.00 1.2 1.2 3133.91 3130.80 144.94Bz-77 Bz-78 3132.00 3130.68 1.2 1.2 3130.80 3129.48 60.62Bz-78 Bz-79 3130.68 3128.77 1.2 1.2 3129.48 3127.57 156.98Bz-79 Bz-80 3128.77 3125.99 1.2 1.2 3127.57 3124.79 66.39Bz-80 Bz-81 3203.31 3122.28 1.2 1.5 3124.79 3120.78 152.41Bz-81 Bz-82 3122.28 3119.73 1.5 1.2 3120.78 3118.53 226.94Bz-82 Bz-83 3119.73 3118.00 1.2 1.2 3118.53 3116.80 100.00Bz-83 Bz-59 3118.00 3117.95 1.2 1.4 3116.80 3116.55 17.42

Bz-59 Bz-84 3117.95 3117.07 1.4 1.2 3116.55 3115.87 38.99Bz-84 Bz-85 3117.07 3115.82 1.2 1.2 3115.87 3114.62 54.84Bz-85 Bz-86 3115.82 3109.26 1.2 1.2 3114.62 3108.06 194.15Bz-86 Bz-87 3109.26 3108.03 1.2 1.2 3108.06 3106.83 200.65Bz-87 Bz-88 3108.03 3105.40 1.2 1.2 3106.83 3104.20 278.75Bz-88 Bz-89 3105.40 3102.23 1.2 1.2 3104.20 3101.03 235.51Bz-89 Bz-90 3102.23 3095.94 1.2 1.2 3101.03 3094.74 427.38Bz-90 Bz-91 3095.94 3092.00 1.2 1.2 3094.74 3090.80 313.34Bz-91 Bz-92 3092.00 3088.00 1.2 1.2 3090.80 3086.80 102.25Bz-92 Bz-93 3203.31 3085.76 1.2 1.2 3086.80 3084.56 79.64Bz-93 Bz-94 3085.76 3083.68 1.2 1.2 3084.56 3082.48 77.86

Bz-106 Bz-105 3133.52 3131.65 1.2 1.2 3132.32 3130.45 49.91Bz-105 Bz-104 3131.65 3130.06 1.2 1.2 3130.45 3128.86 46.27Bz-104 Bz-103 3130.06 3127.09 1.2 1.2 3128.86 3125.89 59.27Bz-103 Bz-102 3127.09 3121.41 1.2 1.2 3125.89 3120.21 121.93Bz-102 Bz-101 3121.41 3116.36 1.2 1.2 3120.21 3115.16 121.40Bz-101 Bz-100 3116.36 3112.27 1.2 1.2 3115.16 3111.07 172.94Bz-100 Bz-99 3112.27 3110.60 1.2 1.2 3111.07 3109.40 173.13Bz-99 Bz-98 3110.60 3107.53 1.2 1.2 3109.40 3106.33 248.99

Bz-114 Bz-113 3153.99 3151.67 1.2 1.2 3152.79 3150.47 62.26Bz-113 Bz-112 3151.67 3149.52 1.2 1.2 3150.47 3148.32 47.39Bz-112 Bz-111 3149.52 3145.61 1.2 1.2 3148.32 3144.41 110.23Bz-111 Bz-110 3145.61 3142.35 1.2 1.2 3144.41 3141.15 80.88

Page 12: 1. Calculo de Redes Colectoras Manzanayocc

Bz-110 Bz-109 3142.35 3141.69 1.2 1.2 3141.15 3140.49 18.58Bz-109 Bz-108 3141.69 3140.37 1.2 1.2 3140.49 3139.17 39.85Bz-108 Bz-107 3140.37 3136.60 1.2 1.2 3139.17 3135.40 79.38Bz-107 Bz-106 3136.60 3133.52 1.2 1.2 3135.40 3132.32 60.34

Bz-98 Bz-97 3107.53 3106.06 1.2 1.2 3106.33 3104.86 74.08Bz-97 Bz-96 3106.06 3102.37 1.2 1.2 3104.86 3101.17 219.06Bz-96 Bz-95 3102.37 3092.31 1.2 1.2 3101.17 3091.11 561.96Bz-95 Bz-94 3092.31 3083.68 1.2 1.2 3091.11 3082.48 456.64

Bz-121 Bz-120 3156.49 3156.15 1.2 1.2 3155.29 3154.95 12.06Bz-120 Bz-119 3156.15 3156.03 1.2 1.3 3154.95 3154.73 10.04Bz-119 Bz-118 3156.03 3155.98 1.3 1.5 3154.73 3154.48 10.45Bz-118 Bz-117 3155.98 3155.63 1.5 1.6 3154.48 3154.03 9.47Bz-117 Bz-116 3155.63 3155.18 1.6 1.5 3154.03 3153.68 11.15Bz-116 Bz-115 3155.18 3154.62 1.5 1.2 3153.68 3153.42 16.60Bz-115 Bz-114 3154.62 3153.99 1.2 1.2 3153.42 3152.79 16.14

Bz-94 Bz-122 3083.68 3082.84 1.2 1.2 3082.48 3081.64 83.05Bz-122 Bz-123 3082.84 3081.11 1.2 1.2 3081.64 3079.91 77.35Bz-123 Bz-124 3081.11 3079.93 1.2 1.2 3079.91 3078.73 56.58Bz-124 Bz-125 3079.93 3077.95 1.2 1.2 3078.73 3076.75 43.07Bz-125 Bz-126 3077.95 3075.97 1.2 1.2 3076.75 3074.77 51.04Bz-126 Bz-127 3075.97 3074.81 1.2 1.2 3074.77 3073.61 39.40Bz-127 Bz-128 3074.81 3071.55 1.2 1.2 3073.61 3070.35 69.09Bz-128 Bz-129 3071.55 3068.31 1.2 1.2 3070.35 3067.11 133.31

Bz-129 Bz-149 3068.31 3065.98 1.6 1.2 3066.71 3064.78 53.91Bz-149 Bz-150 3065.98 3064.01 1.2 1.2 3064.78 3062.81 52.74Bz-150 Bz-151 3064.01 3061.17 1.2 1.2 3062.81 3059.97 83.86Bz-151 Bz-152 3061.17 3056.76 1.2 1.2 3059.97 3055.56 83.14Bz-152 Bz-153 3056.76 3053.64 1.2 1.2 3055.56 3052.44 75.16Bz-153 Bz-154 3053.64 3050.65 1.2 1.2 3052.44 3049.45 47.97Bz-154 Bz-155 3050.65 3048.49 1.2 1.2 3049.45 3047.29 85.19Bz-155 Bz-156 3048.49 3043.99 1.2 1.2 3047.29 3042.79 93.28Bz-156 Bz-157 3043.99 3041.94 1.2 1.2 3042.79 3040.74 54.69Bz-157 164 3203.31 3039.98 1.2 1.2 3040.74 3038.78 40.23

164 Bz-163 3039.98 3039.90 1.2 1.4 3038.78 3038.50 9.13

Bz-140 Bz-139 3062.06 3060.85 1.2 1.2 3060.86 3059.65 31.39Bz-139 Bz-138 3060.85 3060.00 1.2 1.2 3059.65 3058.80 21.21Bz-138 Bz-132 3060.00 3059.16 1.2 1.2 3058.80 3057.96 16.17

Bz-190 Bz-71 3152.19 3152.00 1.2 1.2 3150.99 3150.80 8.43Bz-71 Bz-40 3152.00 3150.00 1.2 1.2 3150.80 3148.80 38.47

Bz-129 Bz-130 3068.32 3066.14 1.6 1.2 3066.72 3064.94 89.41Bz-130 Bz-131 3066.14 3062.41 1.2 1.2 3064.94 3061.21 117.72Bz-131 Bz-132 3062.41 3059.16 1.2 1.2 3061.21 3057.96 138.79Bz-132 Bz-133 3059.16 3056.08 1.2 1.2 3057.96 3054.88 111.28Bz-133 Bz-134 3056.08 3053.99 1.2 1.2 3054.88 3052.79 75.75Bz-134 Bz-135 3053.99 3053.81 1.2 1.3 3052.79 3052.51 12.21Bz-135 Bz-136 3053.81 3052.33 1.3 1.2 3052.51 3051.13 51.64Bz-136 Bz-137 3052.33 3049.67 1.2 1.2 3051.13 3048.47 83.68Bz-137 Bz-191 3049.67 3048.00 1.2 1.2 3048.47 3046.80 75.76Bz-191 Bz-192 3203.31 3047.35 1.2 1.2 3046.80 3046.15 20.38Bz-192 Bz-193 3047.35 3045.82 1.2 1.2 3046.15 3044.62 52.63Bz-193 Bz-194 3045.82 3044.00 1.2 1.2 3044.62 3042.80 88.65Bz-194 Bz-145 3044.00 3043.88 1.2 1.3 3042.80 3042.58 8.27

Bz-135 Bz-141 3053.81 3053.57 1.2 1.2 3052.61 3052.37 15.88Bz-141 Bz-142 3053.57 3053.22 1.2 1.2 3052.37 3052.02 20.63Bz-142 Bz-143 3053.22 3053.33 1.2 1.5 3052.02 3051.83 9.15Bz-143 Bz-144 3053.33 3050.41 1.5 1.2 3051.83 3049.21 46.82Bz-144 Bz-145 3050.41 3043.88 1.2 1.3 3049.21 3042.58 94.91Bz-145 Bz-146 3043.88 3043.18 1.3 1.2 3042.58 3041.98 16.18Bz-146 Bz-147 3043.18 3042.95 1.2 1.3 3041.98 3041.65 10.81

Page 13: 1. Calculo de Redes Colectoras Manzanayocc

Bz-147 Bz-148 3042.95 3042.89 1.3 1.4 3041.65 3041.49 8.79Bz-148 Bz-159 3042.89 3041.65 1.4 1.2 3041.49 3040.45 32.82

Bz-157 Bz-158 3041.94 3042.00 1.2 1.4 3040.74 3040.60 8.02Bz-158 Bz-159 3042.00 3041.65 1.4 1.6 3040.60 3040.05 9.56Bz-159 Bz-163 3041.65 3038.95 1.6 1.2 3040.05 3037.75 73.52

Bz-160 Bz-157 3042.85 3041.94 1.2 1.2 3041.65 3040.74 25.02Bz-160 Bz-161 3042.85 3041.96 1.2 1.2 3041.65 3040.76 19.96Bz-161 Bz-162 3041.96 3041.64 1.2 1.2 3040.76 3040.44 9.21Bz-162 Bz-163 3041.64 3039.90 1.2 1.2 3040.44 3038.70 71.64

Bz-163 Bz-165 3039.90 3038.79 1.2 1.2 3038.70 3037.59 33.69Bz-165 Bz-166 3038.79 3035.98 1.2 1.2 3037.59 3034.78 64.23Bz-166 Bz-167 3035.98 3033.93 1.2 1.2 3034.78 3032.73 44.96Bz-167 Bz-168 3033.93 3032.29 1.2 1.2 3032.73 3031.09 39.01Bz-168 Bz-169 3032.29 3028.62 1.2 1.2 3031.09 3027.42 68.04Bz-169 Bz-170 3028.62 3024.53 1.2 1.2 3027.42 3023.33 113.98Bz-170 Bz-171 3024.53 3020.86 1.2 1.2 3023.33 3019.66 133.00Bz-171 Bz-172 3020.86 3016.65 1.2 1.2 3019.66 3015.45 168.45Bz-172 Bz-173 3016.65 3013.85 1.2 1.2 3015.45 3012.65 109.34

Bz-173 Bz-174 3013.85 3012.88 1.2 1.2 3012.65 3011.68 72.25Bz-174 Bz-175 3012.88 3011.98 1.2 1.2 3011.68 3010.78 61.02Bz-175 Bz-176 3011.98 3011.98 1.2 1.4 3010.78 3010.58 11.69Bz-176 Bz-177 3011.98 3011.97 1.4 1.6 3010.58 3010.37 12.20Bz-177 Bz-178 3011.97 3011.92 1.6 1.8 3010.37 3010.12 13.90Bz-178 Bz-179 3011.92 3010.52 1.8 1.2 3010.12 3009.32 46.97Bz-179 Bz-180 3010.52 3010.32 1.2 1.2 3009.32 3009.12 17.28Bz-180 Bz-181 3010.32 3010.17 1.2 1.2 3009.12 3008.97 15.76Bz-181 Bz-182 3010.17 3009.94 1.2 1.2 3008.97 3008.74 15.88Bz-182 Bz-183 3009.94 3009.53 1.2 1.2 3008.74 3008.33 11.17Bz-183 Bz-184 3009.53 3009.14 1.2 1.2 3008.33 3007.94 15.47

Bz-185 Bz-186 3017.98 3017.69 1.2 1.2 3016.78 3016.49 17.72Bz-186 Bz-187 3017.69 3016.88 1.2 1.2 3016.49 3015.68 94.06Bz-187 Bz-188 3016.88 3014.00 1.2 1.2 3015.68 3012.80 217.69Bz-188 Bz-189 3014.00 3011.66 1.2 1.2 3012.80 3010.46 103.77Bz-189 Bz-179 3011.66 3010.52 1.2 1.2 3010.46 3009.32 38.17

Page 14: 1. Calculo de Redes Colectoras Manzanayocc

ANÁLISIS Y DISEÑO DE LA ESTRUCTURA COLGANTE PARA TUBERÍA

DATOS GENERALES PARA EL DISEÑO DE PÉNDOLA Y CABLE PRINCIPAL

GEOMETRIA DEL PUENTELongitud total del puente (L) 20.00 mFlecha del cable (f) 2.00 mContra flecha del cable calculada (cf) 0.13 mContra flecha del cable asumida (cf) 0.10 mSobrecarga máxima (W) 20.00 Kg/mFactor de impacto (I=25% de W) 5.00 Kg/m

0.40 mEspaciamiento entre péndolas (S) 2.00 m

2.00 pulgAltura total del puente (Ht) 2.40 m

DISEÑO DE PÉNDOLASPeso del agua 2.03 Kg/mPeso de la tubería de FºGº 10.00 Kg/mPeso de accesorios 5.00 Kg/mPeso por carga permanente (Pd) 17.03 Kg/mPeso por sobrecarga (Pl) 25.00 Kg/mPeso total 42.03 Kg/m

650.00 Kg/cm2Área necesaria de la péndola (Ap) 0.06 cm2

Se usará péndolas de acero liso A-36

DETERMINACIÓN DE LA LONGITUD DE PÉNDOLASNº de Péndolas Péndula Nº X Y

5

1 1 0.42 m2 3 0.58 m3 5 0.90 m4 7 1.38 m5 9 2.02 m

SUB TOTAL 5.30 mTOTAL 10.60 m

PESO DE PENDOLA POR ML 0.25 Kg/mPESO TOTAL DE PENDOLAS 2.65 Kg

DISEÑO DEL CABLE PRINCIPALPeso del agua 0.00 Kg/mPeso de la tubería de FºGº 10.00 Kg/mPeso de péndolas 0.25 Kg/mPeso de los cables 0.94 Kg/mPeso de accesorios 5.00 Kg/mPeso por carga permanente (Pd) 16.19 Kg/mPeso por sobrecarga (Pl) 25.00 Kg/mPeso total (P) 41.19 Kg/m

0.10

Longitud mínima de la péndola (ΔH)

Diámetro de la tubería de FºGº (Φ)

Esfuerzo admisible en péndolas (σadm)

𝑨_𝒑=1/4"

𝑌=4𝑓.𝑋^2/𝐿^2

L

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Page 15: 1. Calculo de Redes Colectoras Manzanayocc

ANÁLISIS Y DISEÑO DE LA ESTRUCTURA COLGANTE PARA TUBERÍA

Tensión horizontal: 1029.75 Kg

Tensión en el cable: 1109.07 Kg

Facotor de seguridad: 2.00

Número de cables: 1.00

Tensión máxima de rotura en el cable: 2218.15 Kg

Usar cable tipo boa: 0.50 Pulg

DISEÑO DE LA CÁMARA DE ANCLAJEMacizos de anclaje de concreto f´c= 175.00 Kg/cm2Peso unitario del concreto 2400.00 Kg/m3Fuerza horizontal en cámara de anclaje izquierdo (H1) 1663.61 KgFuerza horizontal en cámara de anclaje derecho (H2) 1663.61 KgÁngulo del cable principal: 21.80 ºTensión en el Cable Anclaje Izquierdo (T1) : 1791.77 KgTensión en el Cable Anclaje Derecho (T2) : 1791.77 KgFuerza vertical en cámara de anclaje izquierdo (V1) 665.44 KgFuerza vertical en cámara de anclaje derecho (V2) 665.44 KgVolumen de macizo de anclaje izquierdo:a 1.00 mb 1.20 mc 1.00 mVolumen de macizo de anclaje derecho:a 1.00 mb 1.20 mc 1.00 m

22

1618

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.