resumen_170815

PROYECCION DE LA DEMANDA DE AGUA POTABLECONEXIONES CONSUMO DE AGUA (l/da)

C/MED. C/MED.2,015 Base 0 0 0 0 0.002,016 A 0 0 0 0 0.002,017 0 0 0 0 0 0.002,018 1 53,459 12,149 12,149 12,240 7,548,7432,019 2 56,088 12,749 12,749 12,846 7,921,5512,020 3 58,846 13,375 13,375 13,487 8,310,5142,021 4 61,739 14,034 14,034 14,147 8,719,9822,022 5 64,775 14,721 14,721 14,838 9,146,8472,023 6 67,960 15,445 15,445 15,563 9,596,7022,024 7 71,301 16,203 16,203 16,340 10,067,6832,025 8 74,807 17,001 17,001 17,139 10,563,5182,026 9 78,485 17,836 17,836 17,977 11,082,3422,027 10 82,344 18,715 18,715 18,873 11,628,5062,028 11 86,393 19,634 19,634 19,798 12,199,5242,029 12 90,641 20,598 20,598 20,767 12,798,5022,030 13 95,098 21,612 21,612 21,782 13,428,5482,031 14 99,774 22,675 22,675 22,851 14,089,0402,032 15 104,680 23,790 23,790 23,987 14,781,8412,033 16 109,827 24,960 24,960 25,158 15,508,8172,034 17 115,227 26,186 26,186 26,389 16,270,5882,035 18 120,893 27,473 27,473 27,696 17,070,2622,036 19 126,837 28,824 28,824 29,052 17,909,7012,037 20 133,074 30,244 30,244 30,492 18,792,014

AO POBLACION SERVIDA (hab)

VIVIENDAS SERVIDAS (unidades)

CONEXIONES DOMESTICO

TOTAL CONEXIONES CONSUMO

DOMESTICO

PROYECCION DE LA DEMANDA DE AGUA POTABLECONSUMO DE AGUA (l/da) DEMANDA AGUA

Qp (t/seg) Qp (m3/ao) Qmd (lt/seg) Qmh (lt/seg)

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

7,606,099 110.04 3,470,221 143.05 198.077,982,574 115.49 3,642,093 150.14 207.888,381,042 121.25 3,823,740 157.63 218.258,791,182 127.19 4,011,064 165.35 228.949,220,541 133.40 4,206,902 173.42 240.129,671,063 139.92 4,412,517 181.90 251.86

10,153,894 146.90 4,632,638 190.97 264.4210,650,396 154.09 4,859,382 200.32 277.3611,171,222 161.62 5,096,848 210.11 290.9211,728,055 169.68 5,351,028 220.58 305.4212,302,739 177.99 5,613,093 231.39 320.3812,905,058 186.71 5,888,087 242.72 336.0813,535,596 195.83 6,175,695 254.58 352.4914,199,920 205.44 6,478,756 267.07 369.7914,905,894 215.65 6,800,738 280.35 388.1715,633,541 226.18 7,132,812 294.03 407.1216,398,473 237.25 7,481,916 308.43 427.0517,210,664 249.00 7,852,464 323.70 448.2018,053,269 261.19 8,236,888 339.55 470.1418,948,261 274.14 8,645,279 356.38 493.45

CONSUMO TOTAL

CONECTADO

Linea Caudal DN Tramo ADT N E.B. Long. Pot. PROYECCION DE LA DEMANDA DE AGUA POTABLERamal Norte 210.6 1,400

Ao Pob. Cobert.LC-01 362.60 600 CD-01 A EB-01 - 513.21 -LI-01 483.46 600 EB-01 A CP-01 144.78 3 +1 3,358.57 315 2015 BASE 33442 0 33442 0% 0 0LI-02 483.46 600 CP-01 A CP-02 103.49 3 +1 1,565.67 229 2018 1 38621.562 4248 42870 100% 42870 12149LI-03 106.13 350 CP-02 A RRP-01 68.28 2 +1 1,843.76 79 2037 20 96139.3646 10575.3301 106715 100% 106715 30244LI-04 114.01 350 CP-02 A RRP-05 125.79 2 +1 1,533.11 141LI-05 201.26 450 CP-02 A RRP-13 129.79 2 +1 2,827.10 284 SECTOR 500 - CERCADOLI-06 44.65 200 RRP-01 A RRP-02 117.08 2 +1 1,446.76 38LI-07 10.4 100 RRP-02 A RRP-03 134.44 1 +1 1,801.61 24 RRP-01LI-08 7.54 100 RRP-03 A RAP-04 108.22 1 +1 753.27 4 1843.76 1,300 m3LI-09 29.23 200 RRP-05 A RRP-06 111.05 1 +1 1,194.95 64 CF=552LI-10 48.34 250 RRP-05 A RRP-09 110.35 2 +1 2,218.80 51 350LI-11 19.71 150 RRP-06 A RRP-07 100.53 1 +1 1,172.42 40 106.13LI-12 11.82 150 RRP-07 A RAP-08 83.92 2 +1 1,006.64 10 68.28 SECTOR 500 - CERCADOLI-13 15.53 150 RRP-09 A RRP-10 112.60 1 +1 1,180.95 15LI-14 11.15 150 RRP-09 A RAP-12 108.79 1 +1 2,140.56 16 CP-02 1533.11 RRP-05LI-15 5.82 100 RRP-10 A RAP-11 105.39 1 +1 844.42 9 700 m3 350 700 m3LI-16 12.11 150 RRP-13 A RAP-14 96.84 2 +1 1,404.10 10 CF=510 114.01 CF=613LI-17 148.24 400 RRP-13 A RRP-15 118.09 2 +1 3,046.65 166

1565.67

125.79

2218.8LI-18 7.42 100 RRP-15 A RAP-16 115.44 2 +1 1,527.12 8LI-19 85.28 350 RRP-15 A RRP-17 106.46 2 +1 2,070.21 82LI-20 7.51 100 RRP-17 A RAP-18 105.28 1 +1 1,982.04 9 600 RRP-09LI-21 43.11 250 RRP-17 A RRP-19 88.22 2 +1 957.77 42 483.46 400 m3LI-22 11.46 150 RRP-19 A RRP-20 109.51 2 +1 988.52 16 103.49 CF=699LI-23 10.46 150 RRP-19 A RAP-22 104.49 1 +1 937.52 28

2140.56LI-24 5.12 100 RRP-20 A RAP-21 67.40 1 +1 343.41 72827.1

513.21 3358.57 CP-01 RAP-12

600 600 700 m3 450 250 m3

362.60 483.46 CF=429 201.26 CF=814144.78 129.79

Est. Booster Ubicacin Cota P. min P. max Cisterna Ubicacin Cota N. Agua VolumenEB-01 311.35 CP-01 429.20 432.90 700 SECTOR 501 - EL VALLE

Rebombeo Ubicacin Cota N. Agua Volumen Sector CP-02 509.55 512.60 700 RRP-01 32-Sector Lomas Bajas 551.50 558.00 1,300 500 RRP-13

RRP-02(*) 35-Grupo Casuarinas Altas 637.00 642.90 600 500 Leyenda 1,600 m3RRP-03(*) 36-Sector Pedregal Alto 795.00 798.65 200 500 CF=609

RRP-05 29-Sector Unin Bellavista 613.00 619.20 700 500 1 Camara Derivacion 3046.65RRP-06 30-Sector Lomas Altas 709.40 715.25 250 500

RRP-07 31-Grupo El Tunal 789.70 795.55 250 500 1 Estacion Booster

RRP-09 28-Sector El Palomar 699.00 704.80 400 500 RRP-15

RRP-10(*) 27-Sector Rinconada de Villa del Sol 811.70 815.35 250 500 1 Cisterna Proy. N 01 1,500 m3

RRP-13(*) 15-Zona Los lamos 609.00 615.30 1,600 501 CF=738

RRP-15 7-Grupo Los Jazmines 738.00 743.90 1,500 501 1 Cisterna Proy. N 022070.21

ESQUEMA DEL SISTEMA DE AGUA POTABLEESTUDIO DEFINITIVO Y EXPEDIENTE TCNICO DEL PROYECTO: ESQUEMA ANEXO 22 PAMPA JICAMARCA DE CANTO GRANDE SECTORIZACIN

Y AMPLIACIN LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DISTRITO DE SAN ANTONIO DE HUAROCHIR - SNIP N 135337

Pob.Ampl.

Pob. Total

Pob.Serv.

Viv.Serv.

RAMAL

CD-01Qmd=210.60

CMARA DE

CONTROL

EB-01Qb = 253, HD=86m

NORTE

RRP-17(*) 2-Grupo Las Flores 800.00 806.05 800 501 2070.21RRP-19 1-Grupo Valle Sagrado 874.00 879.90 500 501 3 Reservorios 1er Nivel

RRP-20 3-Grupo Jardines 961.00 964.65 200 501 RRP-17

Apoyados Ubicacin Cota N. Agua Volumen 5 Reservorios 2do Nivel 800 m3RAP-04(*) 36-Sector Pedregal Alto 842.55 846.05 150 500 CF=800

RAP-08(*) 31-Grupo Artesanos 873.00 876.65 200 500 6 Reservorios 3er Nivel

1982.04RAP-11(*) 27-Sector Rinconada de Villa del Sol 889.00 892.50 150 500

RAP-12(*) 26-Sector Villa del Sol 814.00 817.85 250 500 5 Reservorios 4to Nivel

RAP-14(*) 16-Grupo Bolognesi 695.00 698.65 250 501 RAP-18

RAP-16(*) 6-Grupo Los Encantos 810.00 813.50 150 501 2 Reservorios 5to Nivel 150 m3

RAP-18 5-Grupo Mirador 875.00 878.50 150 501 CF=875

RAP-21(*) 3-Grupo Jardines 1,023.00 1,026.50 150 501 1 Reservorio 6to Nivel

RAP-22 1-Grupo Valle Sagrado 965.00 968.65 200 501 Fuente: CONSORCIO SAN ANTONIO - Informe de Avance N 05 del 31.07.2015(*) Reservorios ubicados fuera del lmite de la Habilitacin

PROYECCION DE LA DEMANDA DE AGUA POTABLECONEXIONES (und) CONSUMO DE AGUA (l/da) DEMANDA AGUA

DOMES. OTROS TOTAL DOMES. OTROS TOTAL Qp (m3/ao) Qp (lps) Qmd (lps) Qmh (lps)0 0 0 0 0 0 0 0 0 0

12,149 380 12,529 7,548,743 195,692 7,744,435 3,533,293.44 112.04 145.65 201.67 30,244 946 31,190 18,792,014 487,174 19,279,187 8,796,021.12 278.92 362.60 502.06

SECTOR 500 - CERCADO

RRP-01 1446.76 RRP-02 1801.61 RRP-03 753.27 RAP-041,300 m3 200 600 m3 100 200 m3 100 150 m3

CF=552 44.65 CF=637 10.4 CF=795 7.54 CF=843117.08 134.44 108.22


RRP-05 1194.95 RRP-06 1172.42 RRP-07 1006.64 RAP-08

700 m3 200 250 m3 150 250 m3 150 200 m3

CF=613 29.23 CF=709 19.71 CF=790 11.82 CF=873250 111.05 100.53 83.92

48.34 Nomenclatura110.35 Longitud

RRP-09 1180.95 RRP-10 844.42 RAP-11 Dimetro

400 m3 150 250 m3 100 150 m3 CaudalCF=699 15.53 CF=812 5.82 CF=889 ADT

150 112.60 105.39

11.15 Metrado Base108.79 Sector Lotes Pob. Tubera HD-K9 DN 600 mm = 5,437.45 m

RAP-12 500 3587 14680 Tubera HD-K9 DN 450 mm = 2,827.10 m250 m3 501 3980 18640 Tubera HD-K9 DN 400 mm = 3,046.65 mCF=814 Total 7567 33321 Tubera HD-K9 DN 350 mm = 5,447.08 m

Tubera HD-K9 DN 250 mm = 3,176.57 m


SECTOR 501 - EL VALLE Tubera HD-K9 DN 150 mm = 8,830.71 mTubera HD-K9 DN 100 mm = 7,251.87 m

RRP-13 1404.1 RAP-14 Total de Tuberas = 38,659.14 m1,600 m3 150 250 m3 Componentes del ProyectoCF=609 12.11 CF=695 Camara de Derivacion = 1 und

400 96.84 Estacion Booster = 1 und148.24 Cisterna Poryectada = 2 und

118.09 Reservorios de Rebombeo = 13 und

RRP-15 1527.12 RAP-16 Reservorios Apoyados = 9 und

1,500 m3 100 150 m3 Nmero de Lotes 7,567 und

CF=738 7.42 CF=810 Calicatas en Lneas Generales AP = 194 und350 115.44 Calicatas Lneas Secundarias AP = 152 und



85.28 Calicatas en estructuras = 78 und106.46

RRP-17 957.77 RRP-19 937.52 RAP-22 Lotes Cantidad800 m3 250 500 m3 150 200 m3 Habilitado 7517

CF=800 43.11 CF=874 10.46 CF=965 Deshabilitado 4518100 88.22

988.52

150 104.49 Baldo 1688

7.51 11.46 Comercial 332105.28 109.51 Estatal 6

RAP-18 RRP-20 343.41 RAP-21 Comunal 44

150 m3 200 m3 100 150 m3 Mayor a 500 m2 1760

CF=875 CF=961 5.12 CF=1,023 Total 1586567.40

Fuente: CONSORCIO SAN ANTONIO - Informe de Avance N 05 del 31.07.2015

AREA DE DRENAJE Lotes Totales Poblacion (Hab)Caudal (lps) (Ao 1) Caudal (lps) (Ao 20)

ITEM COLECTORQp Qmd Qmh Qp Qmd Qmh

1023.00 AD-1 8400 34958 24.36 31.67 43.85 97.23 126.40 175.01 1 Julio C. TelloAD-2 1948 8764 5.71 7.42 10.27 22.67 29.47 40.80 2 Los PinosAD-3 1623 8396 4.77 6.20 8.59 18.93 24.61 34.08 3 Los PericosAD-4 3181 14544 9.28 12.06 16.70 36.92 48.00 66.46 4 El Mirador

961.00 965.00 TOTAL 15152 66662 44.12 57.35 79.41 175.75 228.47 316.34 5 Las Palmeras6 Corazn de Jesus

Numero Total de Calicatas 7 General Miguel Iglesias En Lneas AP = 151 und

8 Garcilazo de la Vega875.00 874.00 En estructuras = und 889.00 873.00

C. Julio C. Tello

9 Miguel Grau

C. Los PinosCO

LECT

OR M

IGUE

L GR

AUC. Los Pericos

COLE

CTOR

HUA

YNA

CAPA

C

842.55

810.00 814.00 C. Humboldt800.00

C. C

oraz

n d

e Je

sus

C. U

caya

li 811.70 789.70

COLE

CTOR

SIN

CHI R

OCA

Colector El Mirador Colector Junn

COLE

CTOR

NAC

IONE

S UN

IDAS

C. A

nton

io O

lave 10 Ucayali795.00

738.00 C. Las Palmeras

COLE

CTOR

MIG

UEL

GRAU

11 Humboldt699.00 709.40

12 Junn

C. R

uby

C. Huancavelica 13 Huancavelica695.00

14 Naciones Unidas

COLE

CTOR

SIN

CHI R

OCA

C. M

anco

Inca

637.00

609.00 613.00 15 Rubi

Colector

Cole

ctor

el a

yni 16 Ayni

Miguel Iglesias 17 Yahuar Huaca

18 Sinchi RocaColector Garcilazo de la Vega

COLECTOR HUAYNA CAPACMetrado Base

Tubera PVC-UF DN 630 mm = 2,161.60 m Reservorio Cota Q. Reb DN Long 19 Antonio OlaveTubera PVC-UF DN 500 mm = 1,876.59 m 551.50 RRP-01 554.01 150.35 250 870.26 20 Manco Inca

Tubera PVC-UF DN 400 mm = 2,389.59 m

Col.

el A

yni RRP-02(*) 645.47 47.67 200 148.82

21 Huayna CapacTubera PVC-UF DN 355 mm = 1,878.10 m 509.55 RRP-03(*) 734.70 14.14 200 137.91 Tubera PVC-UF DN 315 mm = 3,906.58 m RAP-04(*) 829.47 5.39 110 288.18

Tubera PVC-UF DN 250 mm = 5,562.30 m RRP-05 615.25 146.88 110 89.26


Total de Tuberas = 30,269.81 m RRP-07 789.84 28.20 110 214.78 22 Colector a PTARN Buzones H 1.20 m = 1.00 und RAP-08(*) 865.11 12.62 400 245.32 23 Emisor al Rio Rimac


Y AMPLIACIN LOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DISTRITO DE SAN ANTONIO DE HUAROCHIR

RAP-21200 m3

RRP-20250 m3

RAP-22350 m3

RAP-18200 m3

RRP-19500 m3

RAP-11150 m3

RAP-08250 m3

RAP-04100 m3

RAP-16200 m3

RAP-12300 m3RRP-17

700 m3RRP-10250 m3

RRP-07300 m3

RRP-03200 m3RRP-15

1400 m3 RRP-09500 m3

RRP-06300 m3

RAP-14300 m3

RRP-02500 m3RRP-13

1700 m3RRP-051000 m3

RRP-011500 m3

CP-02500 m3

CP-01500 m3

N Buzones H 1.50 m = 1.00 und 429.20 RRP-09 705.29 60.75 355 145.21 24 Colector AlivioN Buzones H 2.00 m = 1.00 und RRP-10(*) 799.84 17.84 250 133.14 TOTAL

N Buzones H 2.50 m = 2.00 und RAP-11(*) 894.47 5.67 250 40.47


N Buzones H 3.50 m = 9.00 undPTAR

RRP-13(*) 614.43 277.75 355 398.54


N Buzones H 5.00 m = 78.00 undCO

LECT

OR N

6RRP-15 710.30 182.88 200 466.36


Total de Buzones = 377.00 und RRP-17(*) 800.30 100.64 110 166.95 RIO RIMAC RAP-18 880.13 6.27 111 166.95

RRP-19 874.25 61.03 112 166.95

RRP-20 969.84 17.71 113 166.95

RAP-21(*) 1,030.13 5.36 114 166.95

RAP-22 971.00 17.44 115 166.95

APORTES (l/s)Long. DN Tramos

DESCARGA CAUDALAD-1A 9.31 9.31 1,057.00 200 22 21AD-1B 2.98 2.98 384.70 200 7 6AD-1C 0.39 0.39 206.20 200 3 3AD-1D 3.75 3.75 994.80 200 21 21

AD-1E 1.58 1.58 360.10 200 10 10

AD-1F 1.93 1.93 609.30 200 14 14AD-1G 1.74 1.74 543.10 200 13 13General Miguel Iglesias 1.74

20.76 891.10 200

43 43AD-1H 19.02 1,138.20 250

Julio C. Tello 9.31

175.01

1,163.80 200

135 134

Los Pinos 2.98

Los Pericos 0.39 1,113.10 315

El Mirador 3.75

Las Palmeras 1.58 1,878.10 355

Corazn de Jesus 1.93 606.30 400

Garcilazo de la Vega 20.76 1,744.40 500

AD-1I 134.31 2,161.60 630

AD-2A 12.93 12.93 1,097.00 200

22 22 293.60 250

AD-2B 0.05 0.05 108.30 200 4 4Humboldt 0.05

10.36 824.90 200

35 35AD-2B 10.31 886.90 250

AD-2D 0.52 0.52 259.50 200 6 6

Junn 10.36

40.80

434.40 250

33 33Ucayali 12.93

Huancavelica 0.52 1,494.60 315

AD-2E 16.99

AD-3C 0.20 0.20 87.00 200 3 3

AD-3B 2.77 2.77 1,142.50 200 24 24

AD-3A 1.86 1.86 533.91 200 15 15

Rubi 0.20

34.08

924.85 200

53 53Ayni 2.77 1,704.20 250

Yahuar Huaca 1.86 796.88 315

AD-3D 29.25

AD-4B 2.01 2.01 375.07 200 11 11

AD-4A 1.68 1.68 280.90 200 8 8

Antonio Olave 2.01

141.33

651.02 200

75 75

Manco Inca 1.68 1,105.00 250Naciones Unidas 40.80 502.00 315

Sinchi Roca 34.08 1,783.29 400

AD-4C 62.76 132.19 500



CAUDAL DISEO

N Bz.

30,269.81 557 554

Linea Caudal DN Tramo ADT N E.B. Long. Pot. PROYECCION DE LA DEMANDA DE AGUA POTABLERamal Norte 210.6 1,400

Ao Pob. Cobert.LC-01 362.60 600 CD-01 A EB-01 - 513.21 -LI-01 483.46 600 EB-01 A CP-01 144.78 3 +1 3,358.57 315 2015 BASE 33442 0 33442 0% 0 0LI-02 483.46 600 CP-01 A CP-02 103.49 3 +1 1,565.67 229 2018 1 38621.562 4248 42870 100% 42870 12149LI-03 106.13 350 CP-02 A RRP-01 68.28 2 +1 1,843.76 79 2037 20 96139.3646 10575.3301 106715 100% 106715 30244LI-04 114.01 350 CP-02 A RRP-05 125.79 2 +1 1,533.11 141LI-05 201.26 450 CP-02 A RRP-13 129.79 2 +1 2,827.10 284 SECTOR 500 - CERCADOLI-06 44.65 200 RRP-01 A RRP-02 117.08 2 +1 1,446.76 38LI-07 10.4 100 RRP-02 A RRP-03 134.44 1 +1 1,801.61 24 RRP-01LI-08 7.54 100 RRP-03 A RAP-04 108.22 1 +1 753.27 4 1843.76 1,500 m3LI-09 29.23 200 RRP-05 A RRP-06 111.05 1 +1 1,194.95 64 CF=554LI-10 48.34 250 RRP-05 A RRP-09 110.35 2 +1 2,218.80 51 350LI-11 19.71 150 RRP-06 A RRP-07 100.53 1 +1 1,172.42 40 106.13LI-12 11.82 150 RRP-07 A RAP-08 83.92 2 +1 1,006.64 10 68.28 SECTOR 500 - CERCADOLI-13 15.53 150 RRP-09 A RRP-10 112.60 1 +1 1,180.95 15LI-14 11.15 150 RRP-09 A RAP-12 108.79 1 +1 2,140.56 16 CP-02 1533.11 RRP-05LI-15 5.82 100 RRP-10 A RAP-11 105.39 1 +1 844.42 9 700 m3 350 1,000 m3LI-16 12.11 150 RRP-13 A RAP-14 96.84 2 +1 1,404.10 10 CF=511 114.01 CF=615LI-17 148.24 400 RRP-13 A RRP-15 118.09 2 +1 3,046.65 166

1565.67

125.79

2218.8LI-18 7.42 100 RRP-15 A RAP-16 115.44 2 +1 1,527.12 8LI-19 85.28 350 RRP-15 A RRP-17 106.46 2 +1 2,070.21 82LI-20 7.51 100 RRP-17 A RAP-18 105.28 1 +1 1,982.04 9 600 RRP-09LI-21 43.11 250 RRP-17 A RRP-19 88.22 2 +1 957.77 42 483.46 500 m3LI-22 11.46 150 RRP-19 A RRP-20 109.51 2 +1 988.52 16 103.49 CF=705LI-23 10.46 150 RRP-19 A RAP-22 104.49 1 +1 937.52 28

2140.56LI-24 5.12 100 RRP-20 A RAP-21 67.40 1 +1 343.41 72827.1

513.21 3358.57 CP-01 RAP-12

600 600 700 m3 450 300 m3

362.60 483.46 CF=429 201.26 CF=814144.78 129.79

Est. Booster Ubicacin Cota P. min P. max Cisterna Ubicacin Cota N. Agua VolumenEB-01 312.35 CP-01 429.20 434.10 700 SECTOR 501 - EL VALLE

Rebombeo Ubicacin Cota N. Agua Volumen Sector CP-02 510.72 513.77 700 RRP-01 32-Sector Lomas Bajas 554.00 559.90 1,500 500 RRP-13

RRP-02(*) 35-Grupo Casuarinas Altas 645.00 648.25 500 ### Leyenda 1,700 m3RRP-03(*) 36-Sector Pedregal Alto 797.00 801.00 200 500 CF=615

RRP-05 29-Sector Unin Bellavista 615.00 620.70 1,000 500 1 Camara Derivacion 3046.65RRP-06 30-Sector Lomas Altas 710.00 716.00 300 500

RRP-07 31-Grupo El Tunal 790.00 796.00 300 500 1 Estacion Booster

RRP-09 28-Sector El Palomar 705.00 711.45 500 ### RRP-15

RRP-10(*) 27-Sector Rinconada de Villa del Sol 828.00 831.95 250 500 1 Cisterna Proy. N 01 1,400 m3

RRP-13(*) 15-Zona Los lamos 615.00 1,700 501 CF=738

RRP-15 7-Grupo Los Jazmines 738.00 1,400 501 1 Cisterna Proy. N 022070.21



Pob.Ampl.

Pob. Total

Pob.Serv.

Viv.Serv.

RAMAL

CD-01Qmd=210.60

CMARA DE

CONTROL

EB-01Qb = 253, HD=86m

NORTE

RRP-17(*) 2-Grupo Las Flores 800.00 700 501 2070.21RRP-19 1-Grupo Valle Sagrado 874.00 500 501 3 Reservorios 1er Nivel

RRP-20 3-Grupo Jardines 963.00 250 501 RRP-17

Apoyados Ubicacin Cota N. Agua Volumen 5 Reservorios 2do Nivel 700 m3RAP-04(*) 36-Sector Pedregal Alto 844.00 828.55 100 500 CF=800

RAP-08(*) 31-Grupo Artesanos 860.00 863.95 250 500 6 Reservorios 3er Nivel

1982.04RAP-11(*) 27-Sector Rinconada de Villa del Sol 890.00 893.90 150 500

RAP-12(*) 26-Sector Villa del Sol 814.00 817.85 300 500 5 Reservorios 4to Nivel

RAP-14(*) 16-Grupo Bolognesi 696.00 300 501 RAP-18

RAP-16(*) 6-Grupo Los Encantos 800.00 200 501 2 Reservorios 5to Nivel 200 m3

RAP-18 5-Grupo Mirador 875.00 200 501 CF=875

RAP-21(*) 3-Grupo Jardines 1,025.00 200 501 1 Reservorio 6to Nivel

RAP-22 1-Grupo Valle Sagrado 965.00 350 501 Fuente: CONSORCIO SAN ANTONIO - Informe de Avance N 05 del 31.07.2015(*) Reservorios ubicados fuera del lmite de la Habilitacin

PROYECCION DE LA DEMANDA DE AGUA POTABLECONEXIONES (und) CONSUMO DE AGUA (l/da) DEMANDA AGUA

DOMES. OTROS TOTAL DOMES. OTROS TOTAL Qp (m3/ao) Qp (lps) Qmd (lps) Qmh (lps)0 0 0 0 0 0 0 0 0 0

12,149 380 12,529 7,548,743 195,692 7,744,435 3,533,293.44 112.04 145.65 201.67 30,244 946 31,190 18,792,014 487,174 19,279,187 8,796,021.12 278.92 362.60 502.06


RRP-01 1446.76 RRP-02 1801.61 RRP-03 753.27 RAP-041,500 m3 200 500 m3 100 200 m3 100 100 m3

CF=554 44.65 CF=645 10.4 CF=797 7.54 CF=844117.08 134.44 108.22


RRP-05 1194.95 RRP-06 1172.42 RRP-07 1006.64 RAP-08

1,000 m3 200 300 m3 150 300 m3 150 250 m3

CF=615 29.23 CF=710 19.71 CF=790 11.82 CF=860250 111.05 100.53 83.92

48.34 Nomenclatura110.35 Longitud

RRP-09 1180.95 RRP-10 844.42 RAP-11 Dimetro

500 m3 150 250 m3 100 150 m3 CaudalCF=705 15.53 CF=828 5.82 CF=890 ADT

150 112.60 105.39

11.15 Metrado Base108.79 Sector Lotes Pob. Tubera HD-K9 DN 600 mm = 5,437.45 m

RAP-12 500 3587 14680 Tubera HD-K9 DN 450 mm = 2,827.10 m300 m3 501 3980 18640 Tubera HD-K9 DN 400 mm = 3,046.65 mCF=814 Total 7567 33321 Tubera HD-K9 DN 350 mm = 5,447.08 m



SECTOR 501 - EL VALLE Tubera HD-K9 DN 150 mm = 8,830.71 mTubera HD-K9 DN 100 mm = 7,251.87 m

RRP-13 1404.1 RAP-14 Total de Tuberas = 38,659.14 m1,700 m3 150 300 m3 Componentes del ProyectoCF=615 12.11 CF=696 Camara de Derivacion = 1 und

400 96.84 Estacion Booster = 1 und148.24 Cisterna Poryectada = 2 und

118.09 Reservorios de Rebombeo = 13 und

RRP-15 1527.12 RAP-16 Reservorios Apoyados = 9 und

1,400 m3 100 200 m3 Nmero de Lotes 7,567 und

CF=738 7.42 CF=800 Calicatas en Lneas Generales AP = 194 und350 115.44 Calicatas Lneas Secundarias AP = 152 und



85.28 Calicatas en estructuras = 78 und106.46

RRP-17 957.77 RRP-19 937.52 RAP-22 Lotes Cantidad700 m3 250 500 m3 150 350 m3 Habilitado 7517

CF=800 43.11 CF=874 10.46 CF=965 Deshabilitado 4518100 88.22

988.52

150 104.49 Baldo 1688

7.51 11.46 Comercial 332105.28 109.51 Estatal 6

RAP-18 RRP-20 343.41 RAP-21 Comunal 44

200 m3 250 m3 100 200 m3 Mayor a 500 m2 1760

CF=875 CF=963 5.12 CF=1,025 Total 1586567.40

Fuente: CONSORCIO SAN ANTONIO - Informe de Avance N 05 del 31.07.2015

AREA DE DRENAJE Lotes Totales Poblacion (Hab)Caudal (lps) (Ao 1) Caudal (lps) (Ao 20)

ITEM COLECTORQp Qmd Qmh Qp Qmd Qmh

1025.00 AD-1 8400 34958 24.36 31.67 43.85 97.23 126.40 175.01 1 Julio C. TelloAD-2 1948 8764 5.71 7.42 10.27 22.67 29.47 40.80 2 Los PinosAD-3 1623 8396 4.77 6.20 8.59 18.93 24.61 34.08 3 Los PericosAD-4 3181 14544 9.28 12.06 16.70 36.92 48.00 66.46 4 El Mirador

963.00 965.00 TOTAL 15152 66662 44.12 57.35 79.41 175.75 228.47 316.34 5 Las Palmeras6 Corazn de Jesus

Numero Total de Calicatas 7 General Miguel Iglesias En Lneas AP = 151 und

8 Garcilazo de la Vega875.00 874.00 En estructuras = und 890.00 860.00

C. Julio C. Tello

9 Miguel Grau

C. Los PinosCO

LECT

OR M

IGUE

L GR

AUC. Los Pericos

COLE

CTOR

HUA

YNA

CAPA

C

844.00

800.00 814.00 C. Humboldt800.00

C. C

oraz

n d

e Je

sus

C. U

caya

li 828.00 790.00

COLE

CTOR

SIN

CHI R

OCA

Colector El Mirador Colector Junn

COLE

CTOR

NAC

IONE

S UN

IDAS

C. A

nton

io O

lave 10 Ucayali797.00

738.00 C. Las Palmeras

COLE

CTOR

MIG

UEL

GRAU

11 Humboldt705.00 710.00

12 Junn

C. R

uby

C. Huancavelica 13 Huancavelica696.00

14 Naciones Unidas

COLE

CTOR

SIN

CHI R

OCA

C. M

anco

Inca

645.00

615.00 615.00 15 Rubi

Colector

Cole

ctor

el a

yni 16 Ayni

Miguel Iglesias 17 Yahuar Huaca

18 Sinchi RocaColector Garcilazo de la Vega

COLECTOR HUAYNA CAPACMetrado Base

Tubera PVC-UF DN 630 mm = 2,161.60 m Reservorio Cota Q. Reb DN Long 19 Antonio OlaveTubera PVC-UF DN 500 mm = 1,876.59 m 554.00 RRP-01 554.01 150.35 250 870.26 20 Manco Inca

Tubera PVC-UF DN 400 mm = 2,389.59 m

Col.

el A

yni RRP-02(*) 645.47 47.67 200 148.82

21 Huayna CapacTubera PVC-UF DN 355 mm = 1,878.10 m 510.72 RRP-03(*) 734.70 14.14 200 137.91 Tubera PVC-UF DN 315 mm = 3,906.58 m RAP-04(*) 829.47 5.39 110 288.18



Total de Tuberas = 30,269.81 m RRP-07 789.84 28.20 110 214.78 22 Colector a PTARN Buzones H 1.20 m = 1.00 und RAP-08(*) 865.11 12.62 400 245.32 23 Emisor al Rio Rimac



RAP-21200 m3

RRP-20250 m3

RAP-22350 m3

RAP-18200 m3

RRP-19500 m3

RAP-11150 m3

RAP-08250 m3

RAP-04100 m3

RAP-16200 m3

RAP-12300 m3RRP-17

700 m3RRP-10250 m3

RRP-07300 m3

RRP-03200 m3RRP-15

1400 m3 RRP-09500 m3

RRP-06300 m3

RAP-14300 m3

RRP-02500 m3RRP-13

1700 m3RRP-051000 m3

RRP-011500 m3

CP-02500 m3

CP-01500 m3

N Buzones H 1.50 m = 1.00 und 429.20 RRP-09 705.29 60.75 355 145.21 24 Colector AlivioN Buzones H 2.00 m = 1.00 und RRP-10(*) 799.84 17.84 250 133.14 TOTAL



N Buzones H 3.50 m = 9.00 undPTAR

RRP-13(*) 614.43 277.75 355 398.54


N Buzones H 5.00 m = 78.00 undCO

LECT

OR N

6RRP-15 710.30 182.88 200 466.36


Total de Buzones = 377.00 und RRP-17(*) 800.30 100.64 110 166.95 RIO RIMAC RAP-18 880.13 6.27 111 166.95

RRP-19 874.25 61.03 112 166.95

RRP-20 969.84 17.71 113 166.95

RAP-21(*) 1,030.13 5.36 114 166.95

RAP-22 971.00 17.44 115 166.95

APORTES (l/s)Long. DN Tramos Descripcion

DESCARGA CAUDALAD-1A 9.31 9.31 1,057.00 200 22 21AD-1B 2.98 2.98 384.70 200 7 6AD-1C 0.39 0.39 206.20 200 3 3AD-1D 3.75 3.75 994.80 200 21 21

AD-1E 1.58 1.58 360.10 200 10 10

AD-1F 1.93 1.93 609.30 200 14 14AD-1G 1.74 1.74 543.10 200 13 13General Miguel Iglesias 1.74

20.76 891.10 200

43 43AD-1H 19.02 1,138.20 250

Julio C. Tello 9.31

175.01

1,163.80 200

135 134

Los Pinos 2.98

Los Pericos 0.39 1,113.10 315

El Mirador 3.75

Las Palmeras 1.58 1,878.10 355

Corazn de Jesus 1.93 606.30 400

Garcilazo de la Vega 20.76 1,744.40 500

AD-1I 134.31 2,161.60 630

AD-2A 12.93 12.93 1,097.00 200

22 22 293.60 250

AD-2B 0.05 0.05 108.30 200 4 4Humboldt 0.05

10.36 824.90 200

35 35AD-2B 10.31 886.90 250

AD-2D 0.52 0.52 259.50 200 6 6

Junn 10.36

40.80

434.40 250

33 33Ucayali 12.93

Huancavelica 0.52 1,494.60 315

AD-2E 16.99

AD-3C 0.20 0.20 87.00 200 3 3

AD-3B 2.77 2.77 1,142.50 200 24 24

AD-3A 1.86 1.86 533.91 200 15 15

Rubi 0.20

34.08

924.85 200

53 53Ayni 2.77 1,704.20 250

Yahuar Huaca 1.86 796.88 315

AD-3D 29.25

AD-4B 2.01 2.01 375.07 200 11 11

AD-4A 1.68 1.68 280.90 200 8 8

Antonio Olave 2.01

141.33

651.02 200

75 75

Manco Inca 1.68 1,105.00 250Naciones Unidas 40.80 502.00 315

Sinchi Roca 34.08 1,783.29 400

AD-4C 62.76 132.19 500



CAUDAL DISEO

N Bz.

30,269.81 557 554

LOTES USO DOMESTICO(VIVIENDA) LOTES OTROS USOS

Cdigo Habilitacin Habitado Deshabitado Baldo Comercial1 GRUPO VALLE SAGRADO 351 312 1052 GRUPO LAS FLORES 222 171 83 GRUPO JARDINES 193 173 19 34 ZONA PARAISO DEL VALLE 155 119 11 15 EL MIRADOE 243 48 46 GRUPO LOS ENCANTOS 191 73 467 GRUPO LOS JAZMINES 329 296 98 GRUPO VILLA EL TREBOL 277 180 129 GRUPO EL TUNAL 28 310 GRUPO LOS INDUSTRIALES 43 5111 ZONA BUNKER 49 1112 ZONA VOLCAN 143 92 1113 ZONA FLORESTA 119 31 314 ZONA LOS FRUTALES 29 16 115 ZONA LOS ALAMOS 147 78 1016 GRUPO BOLOGNESI 283 252 1917 GRUPO LAS PLAMERAS 51 6 318 GRUPO LOS CLAVELES 166 66 619 ZONA LONGAR 9 22 620 GRUPO BLOQUETERA 12 1121 SECTOR EL VALLE 697 406 108 9122 GRUPO SANTA ROSA 172 56 2023 SECTOR CERCADO 636 284 243 13024 ASC. NUEVAS VIVIENDAS DEL CERCADO 60 31 3 525 SECTOR MEDIA LUNA26 SECTOR VILLA DEL SOL 223 138 87 1527 SECTOR RINCONADA DE VILLA DEL SOL 429 196 1428 SECTOR EL PALOMAR 142 181 149 929 SECTOR UNION BELLAVISTA 291 167 174 1430 SECTOR LOMAS ALTAS 180 224 9831 GRUPO ARTESANOS 125 147 7732 SECTROR LOMAS BAJAS 271 199 198 1733 APPO LAS LOMAS 63 21 37 134 GRUPO CASUARINAS BAJAS 129 22 2235 GRUPO CASUARINAS ALTAS 63 63 836 SECTOR PEDREGAL ALTO 453 148 4837 SECTOR PEDREGAL 522 165 142 4438 GRUPO LOS PINOS 71 29

TOTAL 7567 4488 1700 331

55% 33% 12%

48% 28% 11% 2%

domesticos 13755no domesticos 380lotes menores a 500 14135

LOTES OTROS USOS MAYOR TOTAL

Estatal Comunal a 500 m25 6 779

2 4032 390

1 5 292295

1 3111 2 637

46931946024615346

1 2361 2 557

602383723

0 14 397 1713248

2 201 149699

4 168 63530 669

1 136 6182 211 859

1 2 97 60233 382

131 8162 35 159

3 17613 147

1 120 7701 4 143 1021

2 2 104

6 43 1736 15871

0% 0% 11% 100%

0.109382

14731779

1532 1171

1535

2925

2260

1542

2045

2940

2117

2327

1217RESUMEN DEL PROYECTO

1793 TOTAL LINEAS = 37,307.00 mB. BOOSTER = 1.00 und 964CISTERNA = 2.00 und

ESQUEMA DE RESERVORIOS:ESTUDIO DEFINITIVO Y EXPEDIENTE TECNICO DEL PROYECTO: ESQUEMA ANEXO 22 PAMPA JICAMARCAE CANTO GRANDE SECTORIZACION

Y AMPLIACION DOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DISTRITO DE SAN ANTONIO DE HUAROCHIRI

RRP-011200 m3

RRP-02300 m3

CP-02500 m3

RRP-051000 m3

RRP-06150 m3

RAMAL

RRP-09400 m3

RRP-10300 m3

EB-01Qb = 253, HD=86m

CP-01500 m3

RAP-12300 m3

NORTE

RRP-131300 m3

RAP-14150 m3

RRP-15600 m3

RAP-16150 m3

RRP-17400 m3

RRP-19200 m3

R. REBOMBEO = 13.00 und 2000 1180 R. APOYADO = 9.00 und

Entregado: 18.03.15

RAP-18150 m3

RRP-20200 m3

1683 595

1221 873

744

Reserv. 1er Nivel

Reserv. 2do Nivel

Reserv. 3er Nivel

Reserv. 4to Nivel

Reserv. 5to Nivel

Reserv. 6to Nivel

959

ESQUEMA DE RESERVORIOS:ESTUDIO DEFINITIVO Y EXPEDIENTE TECNICO DEL PROYECTO: ESQUEMA ANEXO 22 PAMPA JICAMARCAE CANTO GRANDE SECTORIZACION

Y AMPLIACION DOS SISTEMAS DE AGUA POTABLE Y ALCANTARILLADO DISTRITO DE SAN ANTONIO DE HUAROCHIRI

RRP-03250 m3

RAP-04100 m3

RRP-07150 m3

RAP-08150 m3

RAP-11100 m3

RAP-22300 m3

432

RAP-21150 m3

CDESQ_AP (2)ESQ_APHoja3Hoja1

resumen_170815

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