DISEÑO DE CANALES DE RIEGOSECCIONES PRISMATICAS

Proyecto: Sistema de riego "Chajra Mayu" Ubicación : Calixto PampaMunicipio: Padilla Sep-06

1 2 3 4 5 6 7 8 9 10 11T-01 T-02 T-03 T-04 T-05 T-06 T-07 T-08 T-09 T-10 T-11 Pasar

PROGRESIVA207.76 244.94 294.10 326.28 364.26 387.98 409.53 564.01 593.93 611.41 621.99

FUNCION Normal F= 0 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01FUNCION Crítica F= 1 0.77 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90

UNID. revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1CAUDAL Q m3/s 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035COTA INICIO H1 msnm 1780.00 1779.79 1779.26 1779.12 1778.46 1778.07 1776.98 1776.62 1776.27 1775.55 1773.75COTA FINAL H2 msnm 1779.79 1779.26 1779.12 1778.46 1778.07 1776.98 1776.62 1776.27 1775.55 1773.75 1773.47COEFICIENTE MANNING n s/u 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014BASE CANAL b m 0.35 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30TALUD CANAL z h : v(1) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00PENDIENTE Sf m/m 0.001 0.014 0.003 0.020 0.010 0.046 0.016 0.002 0.024 0.103 0.027TIRANTE NORMAL y m 0.2115 0.0943 0.1455 0.0840 0.1028 0.0613 0.0840 0.1943 0.0741 0.0469 0.0835AREA HIDRAULICA A m2 0.074 0.028 0.044 0.025 0.031 0.018 0.025 0.058 0.022 0.014 0.025PERIMETRO MOJADO Pw m 0.773 0.489 0.591 0.468 0.506 0.423 0.468 0.689 0.448 0.394 0.467RADIO HIDRAULICO R m 0.096 0.058 0.074 0.054 0.061 0.044 0.054 0.085 0.050 0.036 0.054ESPEJO T m 0.350 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300VELOCIDAD NORMAL Vn m/s 0.473 1.237 0.802 1.389 1.135 1.903 1.389 0.600 1.574 2.488 1.397NUMERO FROUDE F s/u 0.328 1.286 0.671 1.530 1.130 2.454 1.530 0.435 1.847 3.667 1.544ENERGIA ESPECIFICA E kg*m/kg 0.223 0.172 0.178 0.182 0.168 0.246 0.182 0.213 0.200 0.362 0.183TIRANTE CRITICO yc m 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120TIPO DE FLUJO Tf subcritico supercritico subcritico supercritico supercritico supercritico supercritico subcritico supercritico supercritico supercritico

BORDO LIBRE MÍNIMO Bl m 0.05 0.15 0.10 0.15 0.05 0.20 0.15 0.05 0.20 0.20 0.15ALTURA CANAL h m 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25ESPESOR CANAL e m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15LONGITUD L m 207.76 37.18 49.16 32.19 37.97 23.72 21.55 154.48 29.92 17.49 10.58

LONGITUD TOTAL Lt m 207.76 244.94 294.10 326.28 364.26 387.98 409.53 564.01 593.93 611.41 621.99

Maxima Velocidad 2.49 < 3.0

Maxima Velocidad 0.47 > 0.30

DISEÑO DE CANALES DE RIEGOSECCIONES PRISMATICAS

Proyecto: Sistema de riego "Chajra Mayu" Ubicación : Calixto PampaMunicipio: Padilla Sep-06

PROGRESIVA

FUNCION Normal F= 0FUNCION Crítica F= 1

UNID.

CAUDAL Q m3/s

COTA INICIO H1 msnm

COTA FINAL H2 msnm

COEFICIENTE MANNING n s/u

BASE CANAL b m

TALUD CANAL z h : v(1)

PENDIENTE Sf m/m

TIRANTE NORMAL y m

AREA HIDRAULICA A m2

PERIMETRO MOJADO Pw m

RADIO HIDRAULICO R m

ESPEJO T m

VELOCIDAD NORMAL Vn m/s

NUMERO FROUDE F s/u

ENERGIA ESPECIFICA E kg*m/kg

TIRANTE CRITICO yc m

TIPO DE FLUJO Tf

BORDO LIBRE MÍNIMO Bl m

ALTURA CANAL h m

ESPESOR CANAL e m

LONGITUD L m

LONGITUD TOTAL Lt m

12 13 14 15 16 17 18 19 20 21 22 23T-12 T-13 T-14 T-15 T-16 T-17 T-18 T-19 T-20 Pasar T-21 T-22 T-23

661.48 686.78 740.70 757.76 798.54 839.43 881.13 961.58 967.91 1031.20 1062.92 1076.14

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90

revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-10.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035

1773.47 1770.95 1770.35 1769.11 1768.81 1768.63 1767.23 1766.77 1766.50 1766.16 1765.73 1765.171770.95 1770.35 1769.11 1768.81 1768.63 1767.23 1766.77 1766.50 1766.16 1765.73 1765.17 1764.48

0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.0140.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.064 0.024 0.023 0.017 0.004 0.034 0.011 0.003 0.053 0.007 0.018 0.0520.0545 0.0822 0.0767 0.0856 0.1358 0.0680 0.1062 0.1507 0.0609 0.1140 0.0889 0.05860.016 0.025 0.023 0.026 0.041 0.020 0.032 0.045 0.018 0.034 0.027 0.0180.409 0.464 0.453 0.471 0.572 0.436 0.512 0.601 0.422 0.528 0.478 0.4170.040 0.053 0.051 0.054 0.071 0.047 0.062 0.075 0.043 0.065 0.056 0.0420.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.3002.141 1.419 1.521 1.363 0.859 1.716 1.099 0.774 1.916 1.023 1.312 1.9912.928 1.581 1.754 1.487 0.744 2.101 1.076 0.637 2.478 0.968 1.405 2.6260.288 0.185 0.195 0.180 0.173 0.218 0.168 0.181 0.248 0.167 0.177 0.2610.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120

supercritico supercritico supercritico supercritico subcritico supercritico supercritico subcritico supercritico subcritico supercritico supercritico

0.15 0.10 0.10 0.10 0.05 0.15 0.10 0.05 0.15 0.10 0.10 0.150.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.200.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15

39.49 25.30 53.91 17.07 40.78 40.89 41.70 80.46 6.33 63.29 31.72 13.22661.48 686.78 740.70 757.76 798.54 839.43 881.13 961.58 967.91 1031.20 1062.92 1076.14

DISEÑO DE CANALES DE RIEGOSECCIONES PRISMATICAS

Proyecto: Sistema de riego "Chajra Mayu" Ubicación : Calixto PampaMunicipio: Padilla Sep-06

PROGRESIVA

FUNCION Normal F= 0FUNCION Crítica F= 1

UNID.

CAUDAL Q m3/s

COTA INICIO H1 msnm

COTA FINAL H2 msnm

COEFICIENTE MANNING n s/u

BASE CANAL b m

TALUD CANAL z h : v(1)

PENDIENTE Sf m/m

TIRANTE NORMAL y m

AREA HIDRAULICA A m2

PERIMETRO MOJADO Pw m

RADIO HIDRAULICO R m

ESPEJO T m

VELOCIDAD NORMAL Vn m/s

NUMERO FROUDE F s/u

ENERGIA ESPECIFICA E kg*m/kg

TIRANTE CRITICO yc m

TIPO DE FLUJO Tf

BORDO LIBRE MÍNIMO Bl m

ALTURA CANAL h m

ESPESOR CANAL e m

LONGITUD L m

LONGITUD TOTAL Lt m

24 25 26 27 28 29 30 31 32 33 34 35T-24 T-25 T-26 T-27 T-28 T-29 T-30 T-31 T-32 T-33 T-34 T-35

1108.07 1139.02 1162.93 1187.49 1199.14 1264.84 1284.90 1292.27 1334.29 1370.35 1439.76 1520.99

0.00 0.00 0.00 0.00 0.03 0.01 0.00 0.00 0.02 0.00 0.00 0.000.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90

revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-1 revest-10.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035

1764.48 1764.27 1764.19 1763.93 1763.40 1763.41 1762.94 1762.84 1762.50 1762.48 1761.70 1761.211764.27 1764.19 1763.93 1763.83 1763.41 1762.94 1762.84 1762.50 1762.48 1761.70 1761.21 1760.97

0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.0140.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.300.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.006 0.003 0.011 0.004 0.001 0.007 0.005 0.046 0.000 0.022 0.007 0.0030.1238 0.1592 0.0966 0.1451 0.0537 0.0822 0.1347 0.0641 0.1776 0.0828 0.1179 0.17490.037 0.048 0.029 0.044 0.016 0.025 0.040 0.019 0.053 0.025 0.035 0.0520.548 0.618 0.493 0.590 0.407 0.464 0.569 0.428 0.655 0.466 0.536 0.6500.068 0.077 0.059 0.074 0.040 0.053 0.071 0.045 0.081 0.053 0.066 0.0810.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.3000.942 0.733 1.208 0.804 2.173 1.419 0.866 1.820 0.657 1.409 0.990 0.6670.855 0.586 1.241 0.674 2.993 1.581 0.753 2.295 0.498 1.563 0.920 0.5090.169 0.187 0.171 0.178 0.294 0.185 0.173 0.233 0.200 0.184 0.168 0.1980.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120

subcritico subcritico supercritico subcritico supercritico supercritico subcritico supercritico subcritico supercritico subcritico subcritico

0.10 0.05 0.10 0.05 0.10 0.10 0.05 0.15 0.03 0.10 0.10 0.050.20 0.20 0.20 0.20 0.25 0.20 0.20 0.20 0.20 0.20 0.20 0.200.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15

31.93 30.95 23.91 24.56 11.65 65.70 20.06 7.38 42.02 36.06 69.41 81.221108.07 1139.02 1162.93 1187.49 1199.14 1264.84 1284.90 1292.27 1334.29 1370.35 1439.76 1520.99

DISEÑO DE CANALES DE RIEGOSECCIONES PRISMATICAS

Proyecto: Sistema de riego "Chajra Mayu" Ubicación : Calixto PampaMunicipio: Padilla Sep-06

PROGRESIVA

FUNCION Normal F= 0FUNCION Crítica F= 1

UNID.

CAUDAL Q m3/s

COTA INICIO H1 msnm

COTA FINAL H2 msnm

COEFICIENTE MANNING n s/u

BASE CANAL b m

TALUD CANAL z h : v(1)

PENDIENTE Sf m/m

TIRANTE NORMAL y m

AREA HIDRAULICA A m2

PERIMETRO MOJADO Pw m

RADIO HIDRAULICO R m

ESPEJO T m

VELOCIDAD NORMAL Vn m/s

NUMERO FROUDE F s/u

ENERGIA ESPECIFICA E kg*m/kg

TIRANTE CRITICO yc m

TIPO DE FLUJO Tf

BORDO LIBRE MÍNIMO Bl m

ALTURA CANAL h m

ESPESOR CANAL e m

LONGITUD L m

LONGITUD TOTAL Lt m

36 37T-36 T-37

1583.88 1636.69

0.00 0.000.90 0.90

revest-1 revest-10.035 0.035

1760.97 1760.701760.70 1760.02

0.014 0.0140.30 0.300.00 0.00

0.004 0.0130.1368 0.09450.041 0.0280.574 0.4890.072 0.0580.300 0.3000.853 1.2350.736 1.2820.174 0.1720.120 0.120

subcritico supercritico

0.05 0.100.20 0.200.15 0.15

62.89 52.811583.88 1636.69

COMPUTOS METRICOSPROYECTO : SISTEMA DE RIEGO DE CHAJRA MAYU

LUGAR : CALIXTO PAMPAMODULO : CANAL DE CONDUCCION

D1 D2 D3CANAL

4 Excavacion Terreno Comun (0-2m) 276.73 1.0 276.73 m³T-01 Prisma Rectangular 1 124.65 0.65 0.50 40.51T-02 Prisma Rectangular 1 22.31 0.60 0.50 6.69T-03 Prisma Rectangular 1 29.49 0.60 0.50 8.85T-04 Prisma Rectangular 1 19.31 0.60 0.50 5.79T-05 Prisma Rectangular 1 22.78 0.60 0.50 6.84T-06 Prisma Rectangular 1 14.23 0.60 0.50 4.27T-07 Prisma Rectangular 1 12.93 0.60 0.50 3.88T-08 Prisma Rectangular 1 92.69 0.60 0.50 27.81T-09 Prisma Rectangular 1 17.95 0.60 0.50 5.39T-10 Prisma Rectangular 1 10.49 0.60 0.50 3.15T-11 Pasarela Prisma Rectangular 1 0.00 0.60 0.50 0.00T-12 Prisma Rectangular 1 23.69 0.60 0.45 6.40T-13 Prisma Rectangular 1 15.18 0.60 0.45 4.10T-14 Prisma Rectangular 1 32.35 0.60 0.45 8.73T-15 Prisma Rectangular 1 10.24 0.60 0.45 2.76T-16 Prisma Rectangular 1 24.47 0.60 0.45 6.61T-17 Prisma Rectangular 1 24.53 0.60 0.45 6.62T-18 Prisma Rectangular 1 25.02 0.60 0.45 6.75T-19 Prisma Rectangular 1 48.27 0.60 0.45 13.03T-20 Pasarela Prisma Rectangular 1 0.00 0.60 0.45 0.00T-21 Prisma Rectangular 1 37.97 0.60 0.45 10.25T-22 Prisma Rectangular 1 19.03 0.60 0.45 5.14T-23 Prisma Rectangular 1 7.93 0.60 0.45 2.14T-24 Prisma Rectangular 1 19.16 0.60 0.45 5.17T-25 Prisma Rectangular 1 18.57 0.60 0.45 5.01T-26 Prisma Rectangular 1 14.35 0.60 0.45 3.87T-27 Prisma Rectangular 1 14.73 0.60 0.45 3.98T-28 Prisma Rectangular 1 6.99 0.60 0.50 2.10T-29 Prisma Rectangular 1 39.42 0.60 0.45 10.64T-30 Prisma Rectangular 1 12.04 0.60 0.45 3.25T-31 Prisma Rectangular 1 4.43 0.60 0.45 1.19T-32 Prisma Rectangular 1 25.21 0.60 0.45 6.81T-33 Prisma Rectangular 1 21.63 0.60 0.45 5.84T-34 Prisma Rectangular 1 41.65 0.60 0.45 11.25T-35 Prisma Rectangular 1 48.73 0.60 0.45 13.16T-36 Prisma Rectangular 1 37.73 0.60 0.45 10.19T-37 Prisma Rectangular 1 31.69 0.60 0.45 8.56+ Desarenador Prisma Rectangular 1 0.00 0.65 0.50 0.00

6 Excavacion Terreno Semiduro (0-2m) 971.87 184.49 1.0 184.49 m³T-01 Prisma Rectangular 1 83.10 0.65 0.50 27.01T-02 Prisma Rectangular 1 14.87 0.60 0.50 4.46

N° DESCRIPCION COD. CANT.DIMENSIONES COMPUTO

UNITARIO

N. ELEMENTO

COMPUTO TOTAL

N° DESCRIPCION COD CANTDIMENSIONES COMPUTO N.

ELEM COMPUTO T-03 Prisma Rectangular 1 19.66 0.60 0.50 5.90T-04 Prisma Rectangular 1 12.87 0.60 0.50 3.86T-05 Prisma Rectangular 1 15.19 0.60 0.50 4.56T-06 Prisma Rectangular 1 9.49 0.60 0.50 2.85T-07 Prisma Rectangular 1 8.62 0.60 0.50 2.59T-08 Prisma Rectangular 1 61.79 0.60 0.50 18.54T-09 Prisma Rectangular 1 11.97 0.60 0.50 3.59T-10 Prisma Rectangular 1 6.99 0.60 0.50 2.10T-11 Pasarela Prisma Rectangular 1 0.00 0.60 0.50 0.00T-12 Prisma Rectangular 1 15.80 0.60 0.45 4.26T-13 Prisma Rectangular 1 10.12 0.60 0.45 2.73T-14 Prisma Rectangular 1 21.56 0.60 0.45 5.82T-15 Prisma Rectangular 1 6.83 0.60 0.45 1.84T-16 Prisma Rectangular 1 16.31 0.60 0.45 4.40T-17 Prisma Rectangular 1 16.35 0.60 0.45 4.42T-18 Prisma Rectangular 1 16.68 0.60 0.45 4.50T-19 Prisma Rectangular 1 32.18 0.60 0.45 8.69T-20 Pasarela Prisma Rectangular 1 0.00 0.60 0.45 0.00T-21 Prisma Rectangular 1 25.32 0.60 0.45 6.84T-22 Prisma Rectangular 1 12.69 0.60 0.45 3.43T-23 Prisma Rectangular 1 5.29 0.60 0.45 1.43T-24 Prisma Rectangular 1 12.77 0.60 0.45 3.45T-25 Prisma Rectangular 1 12.38 0.60 0.45 3.34T-26 Prisma Rectangular 1 9.56 0.60 0.45 2.58T-27 Prisma Rectangular 1 9.82 0.60 0.45 2.65T-28 Prisma Rectangular 1 4.66 0.60 0.50 1.40T-29 Prisma Rectangular 1 26.28 0.60 0.45 7.10T-30 Prisma Rectangular 1 8.02 0.60 0.45 2.17T-31 Prisma Rectangular 1 2.95 0.60 0.45 0.80T-32 Prisma Rectangular 1 16.81 0.60 0.45 4.54T-33 Prisma Rectangular 1 14.42 0.60 0.45 3.89T-34 Prisma Rectangular 1 27.77 0.60 0.45 7.50T-35 Prisma Rectangular 1 32.49 0.60 0.45 8.77T-36 Prisma Rectangular 1 25.16 0.60 0.45 6.79T-37 Prisma Rectangular 1 21.12 0.60 0.45 5.70+ Desarenador Prisma Rectangular 1 0.00 0.65 0.50 0.00

25 Zampeado de Piedra 647.91 982.25 1.0 982.25 m²T-01 Rectángulo 1 207.76 0.65 135.04T-02 Rectángulo 1 37.18 0.60 22.31T-03 Rectángulo 1 49.16 0.60 29.49T-04 Rectángulo 1 32.19 0.60 19.31T-05 Rectángulo 1 37.97 0.60 22.78T-06 Rectángulo 1 23.72 0.60 14.23T-07 Rectángulo 1 21.55 0.60 12.93T-08 Rectángulo 1 154.48 0.60 92.69T-09 Rectángulo 1 29.92 0.60 17.95T-10 Rectángulo 1 17.49 0.60 10.49T-11 Pasarela Rectángulo 1 0.00 0.60 0.00

N° DESCRIPCION COD CANTDIMENSIONES COMPUTO N.

ELEM COMPUTO T-12 Rectángulo 1 39.49 0.60 23.69T-13 Rectángulo 1 25.30 0.60 15.18T-14 Rectángulo 1 53.91 0.60 32.35T-15 Rectángulo 1 17.07 0.60 10.24T-16 Rectángulo 1 40.78 0.60 24.47T-17 Rectángulo 1 40.89 0.60 24.53T-18 Rectángulo 1 41.70 0.60 25.02T-19 Rectángulo 1 80.46 0.60 48.27T-20 Pasarela Rectángulo 1 0.00 0.60 0.00T-21 Rectángulo 1 63.29 0.60 37.97T-22 Rectángulo 1 31.72 0.60 19.03T-23 Rectángulo 1 13.22 0.60 7.93T-24 Rectángulo 1 31.93 0.60 19.16T-25 Rectángulo 1 30.95 0.60 18.57T-26 Rectángulo 1 23.91 0.60 14.35T-27 Rectángulo 1 24.56 0.60 14.73T-28 Rectángulo 1 11.65 0.60 6.99T-29 Rectángulo 1 65.70 0.60 39.42T-30 Rectángulo 1 20.06 0.60 12.04T-31 Rectángulo 1 7.38 0.60 4.43T-32 Rectángulo 1 42.02 0.60 25.21T-33 Rectángulo 1 36.06 0.60 21.63T-34 Rectángulo 1 69.41 0.60 41.65T-35 Rectángulo 1 81.22 0.60 48.73T-36 Rectángulo 1 62.89 0.60 37.73T-37 Rectángulo 1 52.81 0.60 31.69+ Desarenador Rectángulo 1 0.00 0.65 0.00

26 Ho Co Elevaciones 1619.78 106.53 1.0 106.53 m³T-01 Prisma Rectangular 2 207.76 0.25 0.15 15.58T-02 Prisma Rectangular 2 37.18 0.25 0.15 2.79T-03 Prisma Rectangular 2 49.16 0.25 0.15 3.69T-04 Prisma Rectangular 2 32.19 0.25 0.15 2.41T-05 Prisma Rectangular 2 37.97 0.25 0.15 2.85T-06 Prisma Rectangular 2 23.72 0.25 0.15 1.78T-07 Prisma Rectangular 2 21.55 0.25 0.15 1.62T-08 Prisma Rectangular 2 154.48 0.25 0.15 11.59T-09 Prisma Rectangular 2 29.92 0.25 0.15 2.24T-10 Prisma Rectangular 2 17.49 0.25 0.15 1.31T-11 Pasarela Prisma Rectangular 2 0.00 0.25 0.15 0.00T-12 Prisma Rectangular 2 39.49 0.20 0.15 2.37T-13 Prisma Rectangular 2 25.30 0.20 0.15 1.52T-14 Prisma Rectangular 2 53.91 0.20 0.15 3.23T-15 Prisma Rectangular 2 17.07 0.20 0.15 1.02T-16 Prisma Rectangular 2 40.78 0.20 0.15 2.45T-17 Prisma Rectangular 2 40.89 0.20 0.15 2.45T-18 Prisma Rectangular 2 41.70 0.20 0.15 2.50T-19 Prisma Rectangular 2 80.46 0.20 0.15 4.83T-20 Pasarela Prisma Rectangular 2 0.00 0.20 0.15 0.00T-21 Prisma Rectangular 2 63.29 0.20 0.15 3.80T-22 Prisma Rectangular 2 31.72 0.20 0.15 1.90

N° DESCRIPCION COD CANTDIMENSIONES COMPUTO N.

ELEM COMPUTO T-23 Prisma Rectangular 2 13.22 0.20 0.15 0.79T-24 Prisma Rectangular 2 31.93 0.20 0.15 1.92T-25 Prisma Rectangular 2 30.95 0.20 0.15 1.86T-26 Prisma Rectangular 2 23.91 0.20 0.15 1.43T-27 Prisma Rectangular 2 24.56 0.20 0.15 1.47T-28 Prisma Rectangular 2 11.65 0.25 0.15 0.87T-29 Prisma Rectangular 2 65.70 0.20 0.15 3.94T-30 Prisma Rectangular 2 20.06 0.20 0.15 1.20T-31 Prisma Rectangular 2 7.38 0.20 0.15 0.44T-32 Prisma Rectangular 2 42.02 0.20 0.15 2.52T-33 Prisma Rectangular 2 36.06 0.20 0.15 2.16T-34 Prisma Rectangular 2 69.41 0.20 0.15 4.16T-35 Prisma Rectangular 2 81.22 0.20 0.15 4.87T-36 Prisma Rectangular 2 62.89 0.20 0.15 3.77T-37 Prisma Rectangular 2 52.81 0.20 0.15 3.17+ Desarenador Prisma Rectangular 2 0.00 0.25 0.15 0.00

27 Hormigon Simple 24.82 1.0 24.82 m³T-01 Prisma Rectangular 1 207.76 0.35 0.05 3.64T-02 Prisma Rectangular 1 37.18 0.30 0.05 0.56T-03 Prisma Rectangular 1 49.16 0.30 0.05 0.74T-04 Prisma Rectangular 1 32.19 0.30 0.05 0.48T-05 Prisma Rectangular 1 37.97 0.30 0.05 0.57T-06 Prisma Rectangular 1 23.72 0.30 0.05 0.36T-07 Prisma Rectangular 1 21.55 0.30 0.05 0.32T-08 Prisma Rectangular 1 154.48 0.30 0.05 2.32T-09 Prisma Rectangular 1 29.92 0.30 0.05 0.45T-10 Prisma Rectangular 1 17.49 0.30 0.05 0.26T-11 Pasarela Prisma Rectangular 1 0.00 0.30 0.05 0.00T-12 Prisma Rectangular 1 39.49 0.30 0.05 0.59T-13 Prisma Rectangular 1 25.30 0.30 0.05 0.38T-14 Prisma Rectangular 1 53.91 0.30 0.05 0.81T-15 Prisma Rectangular 1 17.07 0.30 0.05 0.26T-16 Prisma Rectangular 1 40.78 0.30 0.05 0.61T-17 Prisma Rectangular 1 40.89 0.30 0.05 0.61T-18 Prisma Rectangular 1 41.70 0.30 0.05 0.63T-19 Prisma Rectangular 1 80.46 0.30 0.05 1.21T-20 Pasarela Prisma Rectangular 1 0.00 0.30 0.05 0.00T-21 Prisma Rectangular 1 63.29 0.30 0.05 0.95T-22 Prisma Rectangular 1 31.72 0.30 0.05 0.48T-23 Prisma Rectangular 1 13.22 0.30 0.05 0.20T-24 Prisma Rectangular 1 31.93 0.30 0.05 0.48T-25 Prisma Rectangular 1 30.95 0.30 0.05 0.46T-26 Prisma Rectangular 1 23.91 0.30 0.05 0.36T-27 Prisma Rectangular 1 24.56 0.30 0.05 0.37T-28 Prisma Rectangular 1 11.65 0.30 0.05 0.17T-29 Prisma Rectangular 1 65.70 0.30 0.05 0.99T-30 Prisma Rectangular 1 20.06 0.30 0.05 0.30T-31 Prisma Rectangular 1 7.38 0.30 0.05 0.11T-32 Prisma Rectangular 1 42.02 0.30 0.05 0.63T-33 Prisma Rectangular 1 36.06 0.30 0.05 0.54T-34 Prisma Rectangular 1 69.41 0.30 0.05 1.04

N° DESCRIPCION COD CANTDIMENSIONES COMPUTO N.

ELEM COMPUTO T-35 Prisma Rectangular 1 81.22 0.30 0.05 1.22T-36 Prisma Rectangular 1 62.89 0.30 0.05 0.94T-37 Prisma Rectangular 1 52.81 0.30 0.05 0.79+ Desarenador Prisma Rectangular 1 0.00 0.35 0.05 0.00

28 Junta de dilatacion 1619.78 178.18 1.0 178.18 m+ Línea de Conduccion 1 Linea 162 1.10 178.18