DEMANDA PROYECTADA A.H. MONICA ZAPATA - PIURA 2012-2032

Datos bsicos de diseoTasa de crecimiento 2.14%

Densidad poblacional(hab/vivi) 4.3

Contribucin 80%

Poblacin 2007 (hab) 1,103

Porcentaje de Perdida 30%

Dotacin (lt/hab/dia) 214

K1 1.3

K2 1.8

AGUA POTABLE

Ao Cobertura

0 2008 1,103 85% 938 3.3 4.3

0 2009 1,127 85% 958 3.4 4.4

0 2010 1,150 85% 978 3.5 4.5

0 2011 1,174 85% 998 3.5 4.6

0 2012 1,197 86% 1,030 3.6 4.7

1 2013 1,221 86% 1,050 3.7 4.8

2 2014 1,245 86% 1,070 3.8 4.9

3 2015 1,268 87% 1,103 3.9 5.1

4 2016 1,292 87% 1,124 4.0 5.2

5 2017 1,315 87% 1,144 4.1 5.3

6 2018 1,339 87% 1,165 4.1 5.4

7 2019 1,363 89% 1,213 4.3 5.6

8 2020 1,386 89% 1,234 4.4 5.7

9 2021 1,410 89% 1,255 4.4 5.8

10 2022 1,433 90% 1,290 4.6 5.9

11 2023 1,457 90% 1,311 4.6 6.0

12 2024 1,481 90% 1,333 4.7 6.1

13 2025 1,504 91% 1,369 4.9 6.3

14 2026 1,528 91% 1,390 4.9 6.4

15 2027 1,551 92% 1,427 5.1 6.6

16 2028 1,575 92% 1,449 5.1 6.7

17 2029 1,599 94% 1,503 5.3 6.9

18 2030 1,622 94% 1,525 5.4 7.0

19 2031 1,646 95% 1,564 5.5 7.2

Poblacin (hab)

PoblacinServida

Caudal Promedio (l/s)

Caudal mx. diario (l/s)

20 2032 1,670 95% 1,586 5.6 7.3

DEMANDA PROYECTADA A.H. MONICA ZAPATA - PIURA 2012-2032

420.00

AGUA POTABLE ALCANTARILLADO

6.0 2.7 3.5 4.8

6.1 2.7 3.5 4.9

6.2 2.8 3.6 5.0

6.4 2.8 3.7 5.1

6.6 2.9 3.8 5.3

6.7 3.0 3.9 5.4

6.8 3.0 3.9 5.5

7.0 3.1 4.1 5.6

7.2 3.2 4.1 5.7

7.3 3.2 4.2 5.8

7.4 3.3 4.3 5.9

7.7 3.4 4.5 6.2

7.9 3.5 4.5 6.3

8.0 3.6 4.6 6.4

8.2 3.7 4.8 6.6

8.4 3.7 4.8 6.7

8.5 3.8 4.9 6.8

8.7 3.9 5.0 7.0

8.9 3.9 5.1 7.1

9.1 4.0 5.3 7.3

9.2 4.1 5.3 7.4

9.6 4.3 5.5 7.7

9.7 4.3 5.6 7.8

10.0 4.4 5.8 8.0

Caudal mx. horario (l/s)

Caudal Promedio

Contrib (l/s)Caudal mx. diario Contribucion (l/s)

Caudal mx. horario de contribucion (l/s)

10.1 4.5 5.8 8.1

PARAMETROS DE DISEO CONSIDERADOS

LOCALIDAD PIURA AO 2011

PARAMETROS BASICOS DE DISEO SUGERIDO (*)COEFICIENTE DE RUGOSIDAD 0.01CAUDAL MINIMO EN TRAMOS INICIALES 1.50VELOCIDAD MINIMA 0.60VELOCIDAD MAXIMA 4.00RELACION h/D MINIMA 0.10RELACION h/D MAXIMA 0.80FUERZA DE TRACCION MINIMA 0.10RECUBRIMIENTO MINIMO 1.00PROFUNDIDAD MAXIMA DE EXCAVACION 6.00

(*) Azevedo-Netto, Jos M.; "TECNOLOGIAS INNOVADORAS Y DE BAJO COSTOUTILIZADAS EN LOS SISTEMAS DE ALCANTARILLADO"; Serie Tcnica No. 29OPS/OMS; 1992.

CUADRO N 1. CALCULO HIDRAULICO DE COLECTORES

Lugar A.H. MONICA ZAPATAAO 2011CAUDAL PROMEDIO DESAGUES: 4.50CAUDAL INFILT. LLUVIAS (2%): 0.04CAUDAL PROMEDIO TOTAL: 4.54CAUDAL MAX. HORARIO DISEO: 8.132CAUDAL UNITARIO DISEO: 0.003978Ftractiva max kg/cm2

BUZONES DEL TRAMO LONGITUD CAUDAL PENDIENTE (m/m) DIAMETRO VELOCIDAD CONDIC. DEL FLUJOARRIBA ABAJO (m) (l/s) PROPUESTA mm m/s a/A

1 2 40.44 0.66 0.0091 160 0.53 0.0622 3 40.44 1.07 0.0041 160 0.44 0.1203 6 50.92 1.27 0.0040 160 0.46 0.1381 4 64.56 0.76 0.0040 160 0.40 0.0934 5 64.78 1.01 0.0040 160 0.43 0.1165 6 51.06 1.22 0.0044 160 0.47 0.1296 11 55.01 2.21 0.0040 160 0.53 0.20811 15 55.01 2.18 0.0040 160 0.53 0.2067 8 48.42 0.69 0.0040 160 0.39 0.0878 9 52.27 0.90 0.0097 160 0.59 0.0769 10 52.27 1.11 0.0039 160 0.44 0.1265 10 59.86 0.74 0.0040 160 0.40 0.09110 14 50.16 1.80 0.0038 160 0.49 0.18112 13 51.06 0.70 0.0041 160 0.40 0.08813 14 58.18 0.93 0.0038 160 0.42 0.11214 15 51.20 2.43 0.0040 160 0.54 0.22415 19 48.96 4.31 0.0040 160 0.62 0.34413 17 49.64 0.20 0.0090 160 0.39 0.02517 18 58.55 0.73 0.0042 160 0.41 0.09018 19 51.31 0.94 0.0128 160 0.66 0.07119 25 54.63 4.46 0.0040 160 0.63 0.35325 32 54.85 4.18 0.0040 160 0.62 0.336

27 28 52.24 0.71 0.0040 160 0.40 0.08928 29 52.24 0.92 0.0040 160 0.42 0.10826 20 62.46 0.75 0.0040 160 0.40 0.09220 21 52.24 0.96 0.0040 160 0.43 0.11121 22 52.24 1.16 0.0040 160 0.45 0.12912 16 52.01 0.71 0.0040 160 0.40 0.08916 22 52.01 0.91 0.0040 160 0.42 0.10717 23 54.97 0.67 0.0042 160 0.40 0.08323 22 50.18 0.87 0.0040 160 0.42 0.10322 29 50.09 2.64 0.0054 160 0.62 0.21329 30 55.05 3.53 0.0040 250 0.59 0.12130 31 55.05 3.50 0.0038 250 0.58 0.12223 24 59.71 0.74 0.0040 160 0.40 0.09118 24 54.40 0.72 0.0042 160 0.40 0.08824 31 50.22 1.65 0.0042 200 0.50 0.10631 32 55.31 4.62 0.0042 250 0.64 0.14632 BzE 20.37 8.13 0.0040 250 0.73 0.227

2044.37

#REF! TUBERIA DE PVC 200 MM#REF! TUBERIA DE PVC 160 MM

CONDIC. DEL FLUJO F. TRACCION COTAS TERRENO COTAS DE FONDO ALTURA DE BUZON (M) TIPO DEh/D Kg/m2 ARRIBA ABAJO ARRIBA ABAJO ARRIBA ABAJO MATERIAL11.21% 0.1 41.353 41.010 40.180 39.810 1.173 1.200 SN-417.74% 0.1 41.010 41.353 39.810 39.644 1.200 1.709 SN-419.56% 0.1 41.353 40.992 39.644 39.440 1.709 1.552 SN-414.84% 0.1 41.353 41.261 40.180 39.920 1.173 1.341 SN-417.37% 0.1 41.261 41.143 39.921 39.663 1.340 1.480 SN-418.67% 0.1 41.143 40.992 39.663 39.440 1.480 1.552 SN-426.22% 0.1 40.992 40.422 39.440 39.220 1.552 1.202 SN-426.02% 0.1 40.220 40.474 39.220 39.000 1.000 1.474 SN-414.19% 0.1 40.986 41.216 39.786 39.592 1.200 1.624 SN-412.91% 0.1 41.216 41.380 39.892 39.383 1.324 1.997 SN-418.35% 0.1 41.380 41.301 39.383 39.181 1.997 2.120 SN-414.66% 0.1 41.143 41.301 39.663 39.423 1.480 1.878 SN-423.72% 0.1 41.301 40.908 39.181 38.988 2.120 1.920 SN-414.26% 0.1 41.085 41.138 39.885 39.678 1.200 1.460 SN-416.86% 0.1 41.138 40.908 39.678 39.458 1.460 1.450 SN-427.59% 0.1 40.908 40.474 38.988 38.783 1.920 1.691 SN-437.56% 0.1 40.474 40.641 38.783 38.587 1.691 2.054 SN-4

6.49% 0.1 41.138 41.774 39.938 39.489 1.200 2.285 SN-414.46% 0.1 41.774 41.604 39.489 39.245 2.285 2.359 SN-412.28% 0.2 41.604 40.641 39.245 38.587 2.359 2.054 SN-438.28% 0.1 40.641 39.953 38.587 38.368 2.054 1.585 SN-436.97% 0.1 39.953 39.622 38.368 38.149 1.585 1.473 SN-4

14.35% 0.1 39.110 39.884 37.910 37.701 1.200 2.183 SN-416.43% 0.1 39.884 40.107 37.701 37.492 2.183 2.615 SN-414.78% 0.1 39.103 39.229 37.903 37.653 1.200 1.576 SN-416.81% 0.1 39.229 40.106 37.653 37.444 1.576 2.662 SN-418.65% 0.1 40.106 40.743 37.444 37.235 2.662 3.508 SN-414.35% 0.1 41.085 41.515 39.885 39.677 1.200 1.838 SN-416.42% 0.1 41.515 40.743 39.677 39.469 1.838 1.274 SN-413.75% 0.1 41.774 41.039 39.489 39.259 2.285 1.780 SN-415.95% 0.1 41.039 40.743 39.259 39.058 1.780 1.685 SN-426.63% 0.1 40.743 40.107 37.235 36.965 3.508 3.142 SN-417.87% 0.1 40.107 40.240 36.965 36.745 3.142 3.495 SN-417.99% 0.1 40.240 40.534 36.745 36.534 3.495 4.000 SN-414.63% 0.1 41.039 40.978 39.259 39.018 1.780 1.960 SN-414.29% 0.1 41.604 40.978 39.245 39.018 2.359 1.960 SN-416.23% 0.1 40.978 40.534 39.018 38.809 1.960 1.725 SN-420.38% 0.1 40.530 39.537 36.534 36.303 3.996 3.234 SN-427.87% 0.2 39.537 39.662 36.303 36.222 3.234 3.440 SN-4

0.5

0.1

0.7

0.25

0.11.4 0.4 0.5

1.150.25

0.8

0.5

0.7

1.50.7

0.5

1.5#REF!

DEMANDA AGUA POTABLECALCULO HIDRA DESAGUE