Canal Calixto Pampa
9
DISEÑO DE CANALES DE RIEGO SECCIONES PRISMATICAS Proyecto: Sistema de riego "Chajra Mayu" Ubicación : Calixto Pampa Municipio: Padilla Sep-06 1 2 3 4 5 6 7 8 9 10 11 T-01 T-02 T-03 T-04 T-05 T-06 T-07 T-08 T-09 T-10 T-11 Pasar PROGRESIVA 207.76 244.94 294.10 326.28 364.26 387.98 409.53 564.01 593.93 611.41 621.99 FUNCION Normal F= 0 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -0.01 FUNCION 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-1 CAUDAL Q m3/s 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 COTA INICIO H1 msnm 1780.00 1779.79 1779.26 1779.12 1778.46 1778.07 1776.98 1776.62 1776.27 1775.55 1773.75 COTA FINAL H2 msnm 1779.79 1779.26 1779.12 1778.46 1778.07 1776.98 1776.62 1776.27 1775.55 1773.75 1773.47 COEFICIENTE MANNING n s/u 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 0.014 BASE CANAL b m 0.35 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 TALUD 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 0.00 PENDIENTE Sf m/m 0.001 0.014 0.003 0.020 0.010 0.046 0.016 0.002 0.024 0.103 0.027 TIRANTE NORMAL y m 0.2115 0.0943 0.1455 0.0840 0.1028 0.0613 0.0840 0.1943 0.0741 0.0469 0.0835 AREA HIDRAULICA A m2 0.074 0.028 0.044 0.025 0.031 0.018 0.025 0.058 0.022 0.014 0.025 PERIMETRO MOJADO Pw m 0.773 0.489 0.591 0.468 0.506 0.423 0.468 0.689 0.448 0.394 0.467 RADIO HIDRAULICO R m 0.096 0.058 0.074 0.054 0.061 0.044 0.054 0.085 0.050 0.036 0.054 ESPEJO T m 0.350 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 0.300 VELOCIDAD NORMAL Vn m/s 0.473 1.237 0.802 1.389 1.135 1.903 1.389 0.600 1.574 2.488 1.397 NUMERO FROUDE F s/u 0.328 1.286 0.671 1.530 1.130 2.454 1.530 0.435 1.847 3.667 1.544 ENERGIA 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 0.183 TIRANTE CRITICO yc m 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 TIPO 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 0.15 ALTURA CANAL h m 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ESPESOR CANAL e m 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 LONGITUD 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
-
Upload
richard-ibanez -
Category
Documents
-
view
4 -
download
1
Transcript of Canal Calixto Pampa
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
