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plano hidrologia av americas

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VI 31B VI 02A VI 05A VD 22B VI 03A VI 26B VD 15B VI 04A VI 24B VD 13B VI 29B VD 18B VD 08A VI 25B VI 32B VI 28B VI 30B VD 17B VD 12B VI 23B. VD 171B VD 09A VD 14B VD 10A VD 16B VD 07A VI 27B VD 19B VD 11B VI 01A VD 21B VD 06A VD 121B VD 20B PI 04 PI 02 PEI 05 PEI 01 PEI 08 PEI 04 PEI 09 PI 01 PED 08 PEI 03 PEI 02 PED 01 PLD 01 PD 08 PD 04 PD 06 PD 05 PI 08 PI 03 PI 12 PI 06 PD 02 PD 12 PD 03 PI 05 PD 07 PD 14 PD 13 PI 07 PI 10 PD 11 PEI 07 PD 09 PI 13 PD 10 PE1 06 PLD 05 PD 01 PI 01E PI 09 PI 11 PD 16 PLD 02 PD 14A PD 02E PELD 03 PD 04A PLD 04 PED 03 PD 15 AREA ZONA ALTA AREA 22 AREA 21 AREA 06 AREA 23 AREA 05 AREA 23A AREA 02 AREA 24 AREA 17 AREA 16 AREA 03 AREA 04 AREA 30 AREA 19 AREA 22A AREA 07 AREA 28 AREA 14 AREA 20 AREA 18 AREA 35 AREA 20A AREA 01 AREA 00 AREA 29 AREA 11 AREA 32 AREA 09 AREA 27 AREA 33 AREA 34 AREA 10 AREA 31 AREA 08 AREA 12 AREA 15 AREA 26 AREA 36 AREA 26A AREA 13 AREA 25 AREA 16A 4400 4350 4450 4450 0 4390 4391 4392 4389 4393 4394 4395 4396 4397 4398 4399 4388 4400 4387 4401 4402 4386 4403 4385 4384 4383 4382 4381 4380 4378 4404 4405 4377 4406 4365 4376 4411 4408 4375 4409 4410 4364 4412 4366 4374 4373 4413 4367 4372 4371 4363 4368 4370 4369 4414 4415 4416 4417 4362 4418 4419 4420 4361 4421 4422 4360 4423 4424 4359 4425 4426 4427 4358 4428 4429 4357 4430 4431 4432 4356 4433 4355 4434 4354 4435 4353 4352 4351 4350 4349 4348 4347 4436 4346 4437 4438 4439 4440 4441 4345 4442 4443 4444 4344 4404 362300 .000000 362300 .000000 362400 .000000 362400 .000000 362500 .000000 362500 .000000 362600 .000000 362600 .000000 362700 .000000 362700 .000000 362800 .000000 362800 .000000 362900 .000000 362900 .000000 363000 .000000 363000 .000000 8820400 .000000 8820400 .000000 8820600 .000000 8820600 .000000 8820800 .000000 8820800 .000000 8821000 .000000 8821000 .000000 8821200 .000000 8821200 .000000 8821400 .000000 8821400 .000000 · 0 100 200 300 400 50 m Caudal de diseño Tr= 02 años Caudal de diseño Tr= 10 años Caudal de diseño Tr= 20 años Colector Existente C O L E C T O R P A R A L A E S C O R R E N T I A D E A G U A P L U V I A L D E L A S Z O N A S A L T A S Caudal de diseño Tr= 02 años Caudal de diseño Tr= 10 años Caudal de diseño Tr= 20 años CAUDALES DE ÁREAS ADYACENTES CAUDALES DE PISTAS Y VEREDAS A V . D E L O S P R Ó C E R E S A V. E L M I N E R O A V EN ID A L A S AM ÉR I CA S AV EN I D A B O LÍ VA R sumidero propuestos cunetas Areas verdes postes manzaneo proyecto Curvas Carta Nacional Curvas de Nivel areas escorrentia viviendas area escorrentia pistas area escorrentia vereda LEYENDA JEFE DE PROYECTO ING. ULISES MEDINA VASQUEZ ELABORACIÓN DE EXPEDIENTE TÉCNICO Y EJECUCIÓN DE PROYECTO: MEJORAMIENTO DE CALLES DE LAS AVENIDAS LAS AMERICAS Y BOLIVAR DE LA URBANIZACIÓN SAN JUAN, DISTRITO DE YANACANCHA – PASCO – PASCO, DESCRIPCIÓN DEL PLANO: AREAS DE CONTRIBUCION DE ESCORRENTIA ESCALA: 1/1000 FECHA JUNIO 2014 PLANO: PH-01 ESPECIALIDAD - HIDROLOGIA ING. PEDRO D. CORDOVA TRUJILLO DISEÑO: V.PEÑAC. Descripción Área de escurrimiento Área (Km2) Perímetro Áreas de escurrimiento (m) Longitud de Cauce L (m) Intensidad Máxima ( i2 ) mm/h Coeficiente de escorrentía ( c ) Caudal de Diseño m3/seg AREA 00 0.001108 133.648327 46.513213 48.86 0.68 0.010211 AREA 01 0.001145 142.707505 50.296285 48.86 0.68 0.010548 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 48.86 0.68 0.026022 AREA 03 0.002315 213.948548 76.053408 48.86 0.68 0.021327 AREA 04 0.002398 209.717289 71.755579 48.86 0.68 0.022085 AREA 05 0.003543 240.230516 82.684425 48.86 0.68 0.032634 AREA 06 0.003770 258.078068 87.867547 48.86 0.68 0.034730 AREA 07 0.001881 177.850841 54.975955 48.86 0.68 0.017330 AREA 08 0.000493 97.567092 29.108426 48.86 0.68 0.004544 AREA 09 0.000903 142.876329 48.310298 48.86 0.68 0.008320 AREA 10 0.000582 110.062085 37.815889 48.86 0.68 0.005363 AREA 11 0.000978 128.026832 47.002973 48.86 0.68 0.009012 AREA 12 0.000414 86.651318 25.267613 48.86 0.68 0.003813 AREA 13 0.000232 64.133493 23.085951 48.86 0.68 0.002133 AREA 14 0.001496 196.962154 78.928509 48.86 0.68 0.013782 AREA 15 0.000357 80.634361 31.521845 48.86 0.68 0.003288 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 48.86 0.68 0.023359 AREA 16A 0.000077 47.461273 19.091155 48.86 0.68 0.000711 AREA 17 0.002603 227.459184 85.555766 48.86 0.68 0.023979 AREA 18 0.001426 154.279916 50.208834 48.86 0.68 0.013132 AREA 19 0.001912 189.351467 64.676233 48.86 0.68 0.017610 AREA 20 0.001483 158.695956 53.404373 48.86 0.68 0.013662 AREA 20A 0.001379 156.233891 42.852989 48.86 0.68 0.012700 AREA 21 0.004271 266.845057 89.923911 48.86 0.68 0.039341 AREA 22 0.005304 309.685112 106.796838 48.86 0.68 0.048860 AREA 22A 0.002186 226.137704 82.257682 48.86 0.68 0.020135 AREA 23 0.003728 254.657758 89.159630 48.86 0.68 0.034340 AREA 23A 0.003902 254.277028 88.976654 48.86 0.68 0.035948 AREA 24 0.002958 214.513973 63.771998 48.86 0.68 0.027250 AREA 25 0.000152 63.274572 23.067691 48.86 0.68 0.001404 AREA 26 0.000560 108.165324 42.432887 48.86 0.68 0.005156 AREA 26A 0.000296 67.952905 20.850070 48.86 0.68 0.002731 AREA 27 0.000858 117.424284 38.798255 48.86 0.68 0.007908 AREA 28 0.001862 201.944245 80.442752 48.86 0.68 0.017153 AREA 29 0.001049 143.787819 53.935841 48.86 0.68 0.009659 AREA 30 0.002005 243.795493 105.990347 48.86 0.68 0.018472 AREA 31 0.000521 91.454262 31.903081 48.86 0.68 0.004801 AREA 32 0.000965 124.578536 48.528421 48.86 0.68 0.008889 AREA 33 0.000809 128.972719 52.321917 48.86 0.68 0.007456 AREA 34 0.000607 107.564102 42.769473 48.86 0.68 0.005591 AREA 35 0.001227 170.286886 68.739353 48.86 0.68 0.011306 AREA 36 0.000480 103.616507 40.855174 48.86 0.68 0.004420 AREA ZONA ALTA 0.035072 966.498401 285.396315 48.86 0.68 0.323075 Descripción Área de escurrimiento Área (Km2) Perímetro Áreas de escurrimiento (m) Longitud de Cauce L (m) Intensidad Máxima ( i2 ) mm/h Coeficiente de escorrentía ( c ) Caudal de Diseño m3/seg AREA 00 0.001108 133.648327 46.513213 65.944 0.75 0.015300 AREA 01 0.001145 142.707505 50.296285 65.944 0.75 0.015805 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 65.944 0.75 0.038990 AREA 03 0.002315 213.948548 76.053408 65.944 0.75 0.031955 AREA 04 0.002398 209.717289 71.755579 65.944 0.75 0.033091 AREA 05 0.003543 240.230516 82.684425 65.944 0.75 0.048898 AREA 06 0.003770 258.078068 87.867547 65.944 0.75 0.052038 AREA 07 0.001881 177.850841 54.975955 65.944 0.75 0.025967 AREA 08 0.000493 97.567092 29.108426 65.944 0.75 0.006808 AREA 09 0.000903 142.876329 48.310298 65.944 0.75 0.012467 AREA 10 0.000582 110.062085 37.815889 65.944 0.75 0.008036 AREA 11 0.000978 128.026832 47.002973 65.944 0.75 0.013503 AREA 12 0.000414 86.651318 25.267613 65.944 0.75 0.005713 AREA 13 0.000232 64.133493 23.085951 65.944 0.75 0.003197 AREA 14 0.001496 196.962154 78.928509 65.944 0.75 0.020650 AREA 15 0.000357 80.634361 31.521845 65.944 0.75 0.004927 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 65.944 0.75 0.035000 AREA 16A 0.000077 47.461273 19.091155 65.944 0.75 0.001065 AREA 17 0.002603 227.459184 85.555766 65.944 0.75 0.035929 AREA 18 0.001426 154.279916 50.208834 65.944 0.75 0.019677 AREA 19 0.001912 189.351467 64.676233 65.944 0.75 0.026387 AREA 20 0.001483 158.695956 53.404373 65.944 0.75 0.020470 AREA 20A 0.001379 156.233891 42.852989 65.944 0.75 0.019030 AREA 21 0.004271 266.845057 89.923911 65.944 0.75 0.058946 AREA 22 0.005304 309.685112 106.796838 65.944 0.75 0.073210 AREA 22A 0.002186 226.137704 82.257682 65.944 0.75 0.030170 AREA 23 0.003728 254.657758 89.159630 65.944 0.75 0.051454 AREA 23A 0.003902 254.277028 88.976654 65.944 0.75 0.053863 AREA 24 0.002958 214.513973 63.771998 65.944 0.75 0.040831 AREA 25 0.000152 63.274572 23.067691 65.944 0.75 0.002104 AREA 26 0.000560 108.165324 42.432887 65.944 0.75 0.007725 AREA 26A 0.000296 67.952905 20.850070 65.944 0.75 0.004091 AREA 27 0.000858 117.424284 38.798255 65.944 0.75 0.011849 AREA 28 0.001862 201.944245 80.442752 65.944 0.75 0.025701 AREA 29 0.001049 143.787819 53.935841 65.944 0.75 0.014472 AREA 30 0.002005 243.795493 105.990347 65.944 0.75 0.027678 AREA 31 0.000521 91.454262 31.903081 65.944 0.75 0.007194 AREA 32 0.000965 124.578536 48.528421 65.944 0.75 0.013319 AREA 33 0.000809 128.972719 52.321917 65.944 0.75 0.011171 AREA 34 0.000607 107.564102 42.769473 65.944 0.75 0.008377 AREA 35 0.001227 170.286886 68.739353 65.944 0.75 0.016941 AREA 36 0.000480 103.616507 40.855174 65.944 0.75 0.006623 AREA ZONA ALTA 0.035072 966.498401 285.396315 65.944 0.75 0.484082 Descripción Área de escurrimiento Área (Km2) Perímetro Áreas de escurrimiento (m) Longitud de Cauce L (m) Intensidad Máxima ( i2 ) mm/h Coeficiente de escorrentía ( c ) Caudal de Diseño m3/seg AREA 00 0.001108 133.648327 46.513213 75.02 0.80 0.018523 AREA 01 0.001145 142.707505 50.296285 75.02 0.80 0.019135 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 75.02 0.80 0.047205 AREA 03 0.002315 213.948548 76.053408 75.02 0.80 0.038688 AREA 04 0.002398 209.717289 71.755579 75.02 0.80 0.040063 AREA 05 0.003543 240.230516 82.684425 75.02 0.80 0.059201 AREA 06 0.003770 258.078068 87.867547 75.02 0.80 0.063003 AREA 07 0.001881 177.850841 54.975955 75.02 0.80 0.031438 AREA 08 0.000493 97.567092 29.108426 75.02 0.80 0.008242 AREA 09 0.000903 142.876329 48.310298 75.02 0.80 0.015094 AREA 10 0.000582 110.062085 37.815889 75.02 0.80 0.009729 AREA 11 0.000978 128.026832 47.002973 75.02 0.80 0.016347 AREA 12 0.000414 86.651318 25.267613 75.02 0.80 0.006917 AREA 13 0.000232 64.133493 23.085951 75.02 0.80 0.003870 AREA 14 0.001496 196.962154 78.928509 75.02 0.80 0.025000 AREA 15 0.000357 80.634361 31.521845 75.02 0.80 0.005965 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 75.02 0.80 0.042374 AREA 16A 0.000077 47.461273 19.091155 75.02 0.80 0.001289 AREA 17 0.002603 227.459184 85.555766 75.02 0.80 0.043499 AREA 18 0.001426 154.279916 50.208834 75.02 0.80 0.023823 AREA 19 0.001912 189.351467 64.676233 75.02 0.80 0.031946 AREA 20 0.001483 158.695956 53.404373 75.02 0.80 0.024783 AREA 20A 0.001379 156.233891 42.852989 75.02 0.80 0.023039 AREA 21 0.004271 266.845057 89.923911 75.02 0.80 0.071366 AREA 22 0.005304 309.685112 106.796838 75.02 0.80 0.088635 AREA 22A 0.002186 226.137704 82.257682 75.02 0.80 0.036527 AREA 23 0.003728 254.657758 89.159630 75.02 0.80 0.062295 AREA 23A 0.003902 254.277028 88.976654 75.02 0.80 0.065211 AREA 24 0.002958 214.513973 63.771998 75.02 0.80 0.049433 AREA 25 0.000152 63.274572 23.067691 75.02 0.80 0.002547 AREA 26 0.000560 108.165324 42.432887 75.02 0.80 0.009353 AREA 26A 0.000296 67.952905 20.850070 75.02 0.80 0.004953 AREA 27 0.000858 117.424284 38.798255 75.02 0.80 0.014345 AREA 28 0.001862 201.944245 80.442752 75.02 0.80 0.031116 AREA 29 0.001049 143.787819 53.935841 75.02 0.80 0.017521 AREA 30 0.002005 243.795493 105.990347 75.02 0.80 0.033510 AREA 31 0.000521 91.454262 31.903081 75.02 0.80 0.008710 AREA 32 0.000965 124.578536 48.528421 75.02 0.80 0.016125 AREA 33 0.000809 128.972719 52.321917 75.02 0.80 0.013525 AREA 34 0.000607 107.564102 42.769473 75.02 0.80 0.010142 AREA 35 0.001227 170.286886 68.739353 75.02 0.80 0.020510 AREA 36 0.000480 103.616507 40.855174 75.02 0.80 0.008019 AREA ZONA ALTA 0.035072 966.498401 285.396315 75.02 0.80 0.586074 ITEM Descripción Área de escurrimiento Punto de Drenaje Área (m2) Perímetro Áreas de escurrimiento (m) Caudal de Diseño m3/seg Subtotales en Punto drenaje m3/sg Subtotal por calle m3/seg AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.003943 2 PI 01 SI 01A 136.596183 58.33012 0.001267 3 PI 01E SI 01A 128.645488 68.793862 0.001193 4 PI 02 SI 01A 361.651918 145.794349 0.003355 0.009758 5 VI 03A SI 02A 615.961923 200.337405 0.005714 6 PI 03 SI 02A 313.374673 165.350123 0.002907 0.008621 7 VI 04A SI 03A 457.52656 167.67 0.004244 8 VI 05A SI 03A 334.463801 114.470674 0.003103 9 PI 04 SI 03A 785.258638 256.369591 0.007284 0.014631 AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.000695 12 VD 07A SD 04A 182.415674 113.716925 0.001692 13 PD 01 SD 04A 124.431048 67.384942 0.001154 14 PD 02 SD 04A 294.817653 156.105589 0.002735 15 PD 02E SD 04A 105.35222 62.217614 0.000977 0.007254 16 VD 08A SD 05A 333.905194 172.853417 0.003097 17 PD 03 SD 05A 272.196655 157.612562 0.002525 18 PD 04A SD 05A 83.708086 50.330514 0.000776 0.006399 19 VD 09A SD 06A 261.034665 144.800071 0.002421 20 VD 10A SD 06A 225.758794 121.183257 0.002094 21 PD 04 SD 06A 453.738811 243.096975 0.004209 0.008725 0.05538633 AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.002503 23 PI 05 SI 26B 198.096912 117.217527 0.001838 0.004340 24 VI 24B SI 27B 455.503319 194.82417 0.004225 25 PI 06 SI 27B 275.136504 151.197353 0.002552 26 PEI 01 SI 27B 218.327201 67.027469 0.002025 0.008803 27 VI 25B SI 28B 288.085299 132.065489 0.002672 28 PI 07 SI 28B 152.447588 87.853036 0.001414 29 PEI 02 SI 28B 150.35271 61.022481 0.001395 0.005481 30 VI 26B SI 29B 575.774098 237.324855 0.005341 31 PI 08 SI 29B 350.746223 192.194532 0.003254 32 PEI 03 SI 29B 157.627254 63.487087 0.001462 0.010057 33 VI 27B SI 30B 147.975979 81.132715 0.001373 34 PEI 04 SI 30B 198.498388 84.805331 0.001841 0.003214 35 VI 28B SI 31B 271.570831 110.866531 0.002519 36 PI 09 SI 31B 97.483544 58.89119 0.000904 37 PEI 05 SI 31B 322.256076 92.396997 0.002989 0.006413 38 VI 29B SI 32B 372.279156 135.527845 0.003453 39 PI 10 SI 32B 137.957517 80.257193 0.001280 40 PEI 06 SI 32B 158.38762 66.780057 0.001469 0.006202 41 VI 30B SI 33B 262.479375 108.942408 0.002435 42 PI 11 SI 33B 94.591326 57.384275 0.000877 43 PEI 07 SI 33B 173.013739 71.901529 0.001605 0.004917 44 VI 31B SI 34B 651.159215 199.072337 0.006040 45 PI 12 SI 34B 293.385284 162.103045 0.002722 46 PEI 08 SI 34B 218.293604 73.416761 0.002025 0.010787 47 VI 32B SI 35B 284.247516 123.133672 0.002637 48 PI 13 SI 35B 115.354901 68.313839 0.001070 49 PEI 09 SI 35B 191.146629 79.001925 0.001773 0.005480 AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.000705 0.000705 51 VD 12B SD 08B 284.32884 146.083279 0.002637 52 VD 121B SD 08B 75.778911 70.778154 0.000703 53 PD 05 SD 08B 427.725356 219.68545 0.003968 0.007308 54 VD 13B SD 09B 434.436206 209.191525 0.004030 55 PD 06 SD 09B 446.923204 156.881575 0.004146 0.008176 56 VD 14B SD 12B 260.193181 115.544566 0.002414 57 PD 07 SD 12B 207.372604 91.498368 0.001924 58 PED 01 SD 12B 166.482957 61.459566 0.001544 0.005882 59 VD 15B SD 13B 548.464526 228.91319 0.005088 60 PD 08 SD 13B 508.778579 195.882004 0.004720 61 PED 03 SD 13B 73.969695 46.536411 0.000686 0.010493 62 VD 16B SD 14B 219.17786 90.782752 0.002033 63 PD 09 SD 14B 139.61201 72.795411 0.001295 0.003328 64 VD 17B SD 15B 297.78234 130.995273 0.002762 65 PD 10 SD 15B 134.237166 63.419046 0.001245 66 PD 11 SD 15B 159.240724 73.833382 0.001477 0.005485 67 VD 171B SD 16B 314.778846 126.444069 0.002920 68 PD 12 SD 16B 275.889914 123.978805 0.002559 0.005479 69 VD 18B SD 17B 392.118309 134.389278 0.003637 70 PD 13 SD 17B 182.758133 103.700372 0.001695 0.005333 71 VD 19B SD 201B 125.804096 119.422592 0.001167 72 PD 14A SD 201B 110.454178 65.795391 0.001025 73 PED 08 SD 201B 191.036475 72.969461 0.001772 0.003964 74 VD 20B SD 24B 31.481872 52.588907 0.000292 75 VD 22B SD 24B 70.702818 70.64024 0.000656 76 PLD 01 SD 24B 89.31115 49.29367 0.000828 77 PLD 02 SD 24B 114.851564 50.88796 0.001065 78 PELD 03 SD 24B 104.036306 46.743352 0.000965 79 PD 14 SD 24B 184.209209 108.415091 0.001709 0.005516 80 VD 21B SD 25B 75.982291 106.860065 0.000705 81 PD 15 SD 25B 52.370247 38.508674 0.000486 82 PD 16 SD 25B 98.754345 67.231809 0.000916 83 PLD 04 SD 25B 74.2815 41.627764 0.000689 84 PLD 05 SD 25B 152.948759 70.54233 0.001419 0.004215 0.131577 ITEM Descripción Área de escurrimiento Punto de Drenaje Área (m2) Perímetro Áreas de escurrimiento (m) Caudal de Diseño m3/seg Subtotales en Punto drenaje m3/sg Subtotal por calle m3/seg AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.005906 2 PI 01 SI 01A 136.596183 58.33012 0.001898 3 PI 01E SI 01A 128.645488 68.793862 0.001788 4 PI 02 SI 01A 361.651918 145.794349 0.005025 0.014617 5 VI 03A SI 02A 615.961923 200.337405 0.008559 6 PI 03 SI 02A 313.374673 165.350123 0.004355 0.012914 7 VI 04A SI 03A 457.52656 167.67 0.006358 8 VI 05A SI 03A 334.463801 114.470674 0.004648 9 PI 04 SI 03A 785.258638 256.369591 0.010912 0.021917 AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.001041 12 VD 07A SD 04A 182.415674 113.716925 0.002535 13 PD 01 SD 04A 124.431048 67.384942 0.001729 14 PD 02 SD 04A 294.817653 156.105589 0.004097 15 PD 02E SD 04A 105.35222 62.217614 0.001464 0.010866 16 VD 08A SD 05A 333.905194 172.853417 0.004640 17 PD 03 SD 05A 272.196655 157.612562 0.003782 18 PD 04A SD 05A 83.708086 50.330514 0.001163 0.009585 19 VD 09A SD 06A 261.034665 144.800071 0.003627 20 VD 10A SD 06A 225.758794 121.183257 0.003137 21 PD 04 SD 06A 453.738811 243.096975 0.006305 0.013069 0.08296828 AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.003749 23 PI 05 SI 26B 198.096912 117.217527 0.002753 0.006502 24 VI 24B SI 27B 455.503319 194.82417 0.006330 25 PI 06 SI 27B 275.136504 151.197353 0.003823 26 PEI 01 SI 27B 218.327201 67.027469 0.003034 0.013187 27 VI 25B SI 28B 288.085299 132.065489 0.004003 28 PI 07 SI 28B 152.447588 87.853036 0.002118 29 PEI 02 SI 28B 150.35271 61.022481 0.002089 0.008211 30 VI 26B SI 29B 575.774098 237.324855 0.008001 31 PI 08 SI 29B 350.746223 192.194532 0.004874 32 PEI 03 SI 29B 157.627254 63.487087 0.002190 0.015065 33 VI 27B SI 30B 147.975979 81.132715 0.002056 34 PEI 04 SI 30B 198.498388 84.805331 0.002758 0.004815 35 VI 28B SI 31B 271.570831 110.866531 0.003774 36 PI 09 SI 31B 97.483544 58.89119 0.001355 37 PEI 05 SI 31B 322.256076 92.396997 0.004478 0.009606 38 VI 29B SI 32B 372.279156 135.527845 0.005173 39 PI 10 SI 32B 137.957517 80.257193 0.001917 40 PEI 06 SI 32B 158.38762 66.780057 0.002201 0.009291 41 VI 30B SI 33B 262.479375 108.942408 0.003647 42 PI 11 SI 33B 94.591326 57.384275 0.001314 43 PEI 07 SI 33B 173.013739 71.901529 0.002404 0.007366 44 VI 31B SI 34B 651.159215 199.072337 0.009048 45 PI 12 SI 34B 293.385284 162.103045 0.004077 46 PEI 08 SI 34B 218.293604 73.416761 0.003033 0.016158 47 VI 32B SI 35B 284.247516 123.133672 0.003950 48 PI 13 SI 35B 115.354901 68.313839 0.001603 49 PEI 09 SI 35B 191.146629 79.001925 0.002656 0.008209 AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.001057 0.001057 51 VD 12B SD 08B 284.32884 146.083279 0.003951 52 VD 121B SD 08B 75.778911 70.778154 0.001053 53 PD 05 SD 08B 427.725356 219.68545 0.005944 0.010947 54 VD 13B SD 09B 434.436206 209.191525 0.006037 55 PD 06 SD 09B 446.923204 156.881575 0.006210 0.012247 56 VD 14B SD 12B 260.193181 115.544566 0.003616 57 PD 07 SD 12B 207.372604 91.498368 0.002882 58 PED 01 SD 12B 166.482957 61.459566 0.002313 0.008811 59 VD 15B SD 13B 548.464526 228.91319 0.007621 60 PD 08 SD 13B 508.778579 195.882004 0.007070 61 PED 03 SD 13B 73.969695 46.536411 0.001028 0.015719 62 VD 16B SD 14B 219.17786 90.782752 0.003046 63 PD 09 SD 14B 139.61201 72.795411 0.001940 0.004986 64 VD 17B SD 15B 297.78234 130.995273 0.004138 65 PD 10 SD 15B 134.237166 63.419046 0.001865 66 PD 11 SD 15B 159.240724 73.833382 0.002213 0.008216 67 VD 171B SD 16B 314.778846 126.444069 0.004374 68 PD 12 SD 16B 275.889914 123.978805 0.003834 0.008208 69 VD 18B SD 17B 392.118309 134.389278 0.005449 70 PD 13 SD 17B 182.758133 103.700372 0.002540 0.007988 71 VD 19B SD 201B 125.804096 119.422592 0.001748 72 PD 14A SD 201B 110.454178 65.795391 0.001535 73 PED 08 SD 201B 191.036475 72.969461 0.002655 0.005938 74 VD 20B SD 24B 31.481872 52.588907 0.000437 75 VD 22B SD 24B 70.702818 70.64024 0.000982 76 PLD 01 SD 24B 89.31115 49.29367 0.001241 77 PLD 02 SD 24B 114.851564 50.88796 0.001596 78 PELD 03 SD 24B 104.036306 46.743352 0.001446 79 PD 14 SD 24B 184.209209 108.415091 0.002560 0.008262 80 VD 21B SD 25B 75.982291 106.860065 0.001056 81 PD 15 SD 25B 52.370247 38.508674 0.000728 82 PD 16 SD 25B 98.754345 67.231809 0.001372 83 PLD 04 SD 25B 74.2815 41.627764 0.001032 84 PLD 05 SD 25B 152.948759 70.54233 0.002125 0.006313 0.197101 ITEM Descripción Área de escurrimiento Punto de Drenaje Área (m2) Perímetro Áreas de escurrimiento (m) Caudal de Diseño m3/seg Subtotales en Punto drenaje m3/sg Subtotal por calle m3/seg AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.007148 2 PI 01 SI 01A 136.596183 58.33012 0.002297 3 PI 01E SI 01A 128.645488 68.793862 0.002164 4 PI 02 SI 01A 361.651918 145.794349 0.006083 0.017692 5 VI 03A SI 02A 615.961923 200.337405 0.010360 6 PI 03 SI 02A 313.374673 165.350123 0.005271 0.015630 7 VI 04A SI 03A 457.52656 167.67 0.007695 8 VI 05A SI 03A 334.463801 114.470674 0.005625 9 PI 04 SI 03A 785.258638 256.369591 0.013207 0.026528 AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.001260 12 VD 07A SD 04A 182.415674 113.716925 0.003068 13 PD 01 SD 04A 124.431048 67.384942 0.002093 14 PD 02 SD 04A 294.817653 156.105589 0.004959 15 PD 02E SD 04A 105.35222 62.217614 0.001772 0.013152 16 VD 08A SD 05A 333.905194 172.853417 0.005616 17 PD 03 SD 05A 272.196655 157.612562 0.004578 18 PD 04A SD 05A 83.708086 50.330514 0.001408 0.011602 19 VD 09A SD 06A 261.034665 144.800071 0.004390 20 VD 10A SD 06A 225.758794 121.183257 0.003797 21 PD 04 SD 06A 453.738811 243.096975 0.007631 0.015819 100.4224831 AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.004538 23 PI 05 SI 26B 198.096912 117.217527 0.003332 0.007870 24 VI 24B SI 27B 455.503319 194.82417 0.007661 25 PI 06 SI 27B 275.136504 151.197353 0.004628 26 PEI 01 SI 27B 218.327201 67.027469 0.003672 0.015961 27 VI 25B SI 28B 288.085299 132.065489 0.004845 28 PI 07 SI 28B 152.447588 87.853036 0.002564 29 PEI 02 SI 28B 150.35271 61.022481 0.002529 0.009938 30 VI 26B SI 29B 575.774098 237.324855 0.009684 31 PI 08 SI 29B 350.746223 192.194532 0.005899 32 PEI 03 SI 29B 157.627254 63.487087 0.002651 0.018234 33 VI 27B SI 30B 147.975979 81.132715 0.002489 34 PEI 04 SI 30B 198.498388 84.805331 0.003339 0.005827 35 VI 28B SI 31B 271.570831 110.866531 0.004568 36 PI 09 SI 31B 97.483544 58.89119 0.001640 37 PEI 05 SI 31B 322.256076 92.396997 0.005420 0.011627 38 VI 29B SI 32B 372.279156 135.527845 0.006261 39 PI 10 SI 32B 137.957517 80.257193 0.002320 40 PEI 06 SI 32B 158.38762 66.780057 0.002664 0.011246 41 VI 30B SI 33B 262.479375 108.942408 0.004415 42 PI 11 SI 33B 94.591326 57.384275 0.001591 43 PEI 07 SI 33B 173.013739 71.901529 0.002910 0.008915 44 VI 31B SI 34B 651.159215 199.072337 0.010952 45 PI 12 SI 34B 293.385284 162.103045 0.004934 46 PEI 08 SI 34B 218.293604 73.416761 0.003671 0.019558 47 VI 32B SI 35B 284.247516 123.133672 0.004781 48 PI 13 SI 35B 115.354901 68.313839 0.001940 49 PEI 09 SI 35B 191.146629 79.001925 0.003215 0.009936 AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.001279 0.001279 51 VD 12B SD 08B 284.32884 146.083279 0.004782 52 VD 121B SD 08B 75.778911 70.778154 0.001275 53 PD 05 SD 08B 427.725356 219.68545 0.007194 0.013251 54 VD 13B SD 09B 434.436206 209.191525 0.007307 55 PD 06 SD 09B 446.923204 156.881575 0.007517 0.014824 56 VD 14B SD 12B 260.193181 115.544566 0.004376 57 PD 07 SD 12B 207.372604 91.498368 0.003488 58 PED 01 SD 12B 166.482957 61.459566 0.002800 0.010664 59 VD 15B SD 13B 548.464526 228.91319 0.009225 60 PD 08 SD 13B 508.778579 195.882004 0.008557 61 PED 03 SD 13B 73.969695 46.536411 0.001244 0.019026 62 VD 16B SD 14B 219.17786 90.782752 0.003686 63 PD 09 SD 14B 139.61201 72.795411 0.002348 0.006034 64 VD 17B SD 15B 297.78234 130.995273 0.005008 65 PD 10 SD 15B 134.237166 63.419046 0.002258 66 PD 11 SD 15B 159.240724 73.833382 0.002678 0.009944 67 VD 171B SD 16B 314.778846 126.444069 0.005294 68 PD 12 SD 16B 275.889914 123.978805 0.004640 0.009934 69 VD 18B SD 17B 392.118309 134.389278 0.006595 70 PD 13 SD 17B 182.758133 103.700372 0.003074 0.009669 71 VD 19B SD 201B 125.804096 119.422592 0.002116 72 PD 14A SD 201B 110.454178 65.795391 0.001858 73 PED 08 SD 201B 191.036475 72.969461 0.003213 0.007187 74 VD 20B SD 24B 31.481872 52.588907 0.000529 75 VD 22B SD 24B 70.702818 70.64024 0.001189 76 PLD 01 SD 24B 89.31115 49.29367 0.001502 77 PLD 02 SD 24B 114.851564 50.88796 0.001932 78 PELD 03 SD 24B 104.036306 46.743352 0.001750 79 PD 14 SD 24B 184.209209 108.415091 0.003098 0.010000 80 VD 21B SD 25B 75.982291 106.860065 0.001278 81 PD 15 SD 25B 52.370247 38.508674 0.000881 82 PD 16 SD 25B 98.754345 67.231809 0.001661 83 PLD 04 SD 25B 74.2815 41.627764 0.001249 84 PLD 05 SD 25B 152.948759 70.54233 0.002572 0.007641 238.5653066

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Plano de areas de contribucion de escorrentia superficial Av Americas - Yanacancha - Pasco

TRANSCRIPT

Page 1: Plano Hidrologia Av Americas

VI 31B

VI 02A

VI 05A

VD 22B

VI 03A

VI 26B

VD 15B

VI 04A

VI 24B

VD 13B

VI 29B

VD 18B

VD 08A

VI 25B

VI 32B

VI 28B

VI 30B

VD 17B

VD 12B

VI 23B.

VD 171B

VD 09A

VD 14B

VD 10A

VD 16B

VD 07A

VI 27B

VD 19B

VD 11B

VI 01A

VD 21B

VD 06A

VD 121B

VD 20B

PI 04

PI 02

PEI 05

PEI 01

PEI 08

PEI 04

PEI 09

PI 01

PED 08

PEI 03

PEI 02PED 01

PLD 01

PD 08

PD 04

PD 06

PD 05

PI 08

PI 03

PI 12

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PD 03

PI 05

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PI 07

PI 10

PD 11

PEI 07

PD 09

PI 13

PD 10

PE1 06

PLD 05

PD 01

PI 01E

PI 09

PI 11

PD 16

PLD 02

PD 14A

PD 02E

PELD 03

PD 04A

PLD 04

PED 03

PD 15

AREA ZONA ALTA

AREA 22

AREA 21

AREA 06

AREA 23

AREA 05

AREA 23A

AREA 02

AREA 24

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·0 100 200 300 40050

m

Caudal de diseño Tr= 02 años Caudal de diseño Tr= 10 años Caudal de diseño Tr= 20 años

Colector Existente

C O L E C T O

R P A R A L

A E S C O R R E N T I A D

E A

G U A

P L

U V I A

L D

E L

A S Z

O N

A S

A L T

A S

Caudal de diseño Tr= 02 años Caudal de diseño Tr= 10 años Caudal de diseño Tr= 20 años

CAUDALES DE ÁREAS ADYACENTES

CAUDALES DE PISTAS Y VEREDAS

AV. DE LOS PRÓCERES

AV. EL MINERO

AVENIDA LAS AMÉRICAS

AVEN

IDA B

OLÍVA

R

sumidero propuestoscunetasAreas verdespostesmanzaneo proyectoCurvas Carta NacionalCurvas de Nivelareas escorrentia viviendasarea escorrentia pistasarea escorrentia vereda

LEYENDA

JEFE DE PROYECTO ING. ULISES MEDINA VASQUEZ

ELABORACIÓN DE EXPEDIENTE TÉCNICO Y EJECUCIÓN DE PROYECTO:

MEJORAMIENTO DE CALLES DE LAS AVENIDAS LAS AMERICAS Y BOLIVAR DE LA URBANIZACIÓN SAN JUAN,

DISTRITO DE YANACANCHA – PASCO – PASCO,

DESCRIPCIÓN DEL PLANO: AREAS DE

CONTRIBUCION DE ESCORRENTIA

ESCALA: 1/1000 FECHA JUNIO 2014

PLANO:

PH-01 ESPECIALIDAD - HIDROLOGIA ING. PEDRO D. CORDOVA TRUJILLO DISEÑO:

V.PEÑAC.

Descripción

Área de escurrimiento

Área (Km2)

Perímetro Áreas de

escurrimiento (m)

Longitud de Cauce L (m)

Intensidad Máxima ( i2 ) mm/h

Coeficiente de

escorrentía ( c )

Caudal de Diseño m3/seg

AREA 00 0.001108 133.648327 46.513213 48.86 0.68 0.010211 AREA 01 0.001145 142.707505 50.296285 48.86 0.68 0.010548 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 48.86 0.68 0.026022 AREA 03 0.002315 213.948548 76.053408 48.86 0.68 0.021327 AREA 04 0.002398 209.717289 71.755579 48.86 0.68 0.022085 AREA 05 0.003543 240.230516 82.684425 48.86 0.68 0.032634 AREA 06 0.003770 258.078068 87.867547 48.86 0.68 0.034730 AREA 07 0.001881 177.850841 54.975955 48.86 0.68 0.017330 AREA 08 0.000493 97.567092 29.108426 48.86 0.68 0.004544 AREA 09 0.000903 142.876329 48.310298 48.86 0.68 0.008320 AREA 10 0.000582 110.062085 37.815889 48.86 0.68 0.005363 AREA 11 0.000978 128.026832 47.002973 48.86 0.68 0.009012 AREA 12 0.000414 86.651318 25.267613 48.86 0.68 0.003813 AREA 13 0.000232 64.133493 23.085951 48.86 0.68 0.002133 AREA 14 0.001496 196.962154 78.928509 48.86 0.68 0.013782 AREA 15 0.000357 80.634361 31.521845 48.86 0.68 0.003288 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 48.86 0.68 0.023359

AREA 16A 0.000077 47.461273 19.091155 48.86 0.68 0.000711 AREA 17 0.002603 227.459184 85.555766 48.86 0.68 0.023979 AREA 18 0.001426 154.279916 50.208834 48.86 0.68 0.013132 AREA 19 0.001912 189.351467 64.676233 48.86 0.68 0.017610 AREA 20 0.001483 158.695956 53.404373 48.86 0.68 0.013662 AREA 20A 0.001379 156.233891 42.852989 48.86 0.68 0.012700 AREA 21 0.004271 266.845057 89.923911 48.86 0.68 0.039341 AREA 22 0.005304 309.685112 106.796838 48.86 0.68 0.048860 AREA 22A 0.002186 226.137704 82.257682 48.86 0.68 0.020135 AREA 23 0.003728 254.657758 89.159630 48.86 0.68 0.034340 AREA 23A 0.003902 254.277028 88.976654 48.86 0.68 0.035948 AREA 24 0.002958 214.513973 63.771998 48.86 0.68 0.027250 AREA 25 0.000152 63.274572 23.067691 48.86 0.68 0.001404 AREA 26 0.000560 108.165324 42.432887 48.86 0.68 0.005156 AREA 26A 0.000296 67.952905 20.850070 48.86 0.68 0.002731 AREA 27 0.000858 117.424284 38.798255 48.86 0.68 0.007908 AREA 28 0.001862 201.944245 80.442752 48.86 0.68 0.017153 AREA 29 0.001049 143.787819 53.935841 48.86 0.68 0.009659 AREA 30 0.002005 243.795493 105.990347 48.86 0.68 0.018472 AREA 31 0.000521 91.454262 31.903081 48.86 0.68 0.004801 AREA 32 0.000965 124.578536 48.528421 48.86 0.68 0.008889 AREA 33 0.000809 128.972719 52.321917 48.86 0.68 0.007456 AREA 34 0.000607 107.564102 42.769473 48.86 0.68 0.005591 AREA 35 0.001227 170.286886 68.739353 48.86 0.68 0.011306 AREA 36 0.000480 103.616507 40.855174 48.86 0.68 0.004420 AREA ZONA ALTA 0.035072 966.498401 285.396315

48.86 0.68 0.323075

Descripción

Área de escurrimiento

Área (Km2)

Perímetro Áreas de

escurrimiento (m)

Longitud de Cauce L (m)

Intensidad Máxima ( i2 ) mm/h

Coeficiente de

escorrentía ( c )

Caudal de Diseño m3/seg

AREA 00 0.001108 133.648327 46.513213 65.944 0.75 0.015300 AREA 01 0.001145 142.707505 50.296285 65.944 0.75 0.015805 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 65.944 0.75 0.038990 AREA 03 0.002315 213.948548 76.053408 65.944 0.75 0.031955 AREA 04 0.002398 209.717289 71.755579 65.944 0.75 0.033091 AREA 05 0.003543 240.230516 82.684425 65.944 0.75 0.048898 AREA 06 0.003770 258.078068 87.867547 65.944 0.75 0.052038 AREA 07 0.001881 177.850841 54.975955 65.944 0.75 0.025967 AREA 08 0.000493 97.567092 29.108426 65.944 0.75 0.006808 AREA 09 0.000903 142.876329 48.310298 65.944 0.75 0.012467 AREA 10 0.000582 110.062085 37.815889 65.944 0.75 0.008036 AREA 11 0.000978 128.026832 47.002973 65.944 0.75 0.013503 AREA 12 0.000414 86.651318 25.267613 65.944 0.75 0.005713 AREA 13 0.000232 64.133493 23.085951 65.944 0.75 0.003197 AREA 14 0.001496 196.962154 78.928509 65.944 0.75 0.020650 AREA 15 0.000357 80.634361 31.521845 65.944 0.75 0.004927 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 65.944 0.75 0.035000

AREA 16A 0.000077 47.461273 19.091155 65.944 0.75 0.001065 AREA 17 0.002603 227.459184 85.555766 65.944 0.75 0.035929 AREA 18 0.001426 154.279916 50.208834 65.944 0.75 0.019677 AREA 19 0.001912 189.351467 64.676233 65.944 0.75 0.026387 AREA 20 0.001483 158.695956 53.404373 65.944 0.75 0.020470 AREA 20A 0.001379 156.233891 42.852989 65.944 0.75 0.019030 AREA 21 0.004271 266.845057 89.923911 65.944 0.75 0.058946 AREA 22 0.005304 309.685112 106.796838 65.944 0.75 0.073210 AREA 22A 0.002186 226.137704 82.257682 65.944 0.75 0.030170 AREA 23 0.003728 254.657758 89.159630 65.944 0.75 0.051454 AREA 23A 0.003902 254.277028 88.976654 65.944 0.75 0.053863 AREA 24 0.002958 214.513973 63.771998 65.944 0.75 0.040831 AREA 25 0.000152 63.274572 23.067691 65.944 0.75 0.002104 AREA 26 0.000560 108.165324 42.432887 65.944 0.75 0.007725 AREA 26A 0.000296 67.952905 20.850070 65.944 0.75 0.004091 AREA 27 0.000858 117.424284 38.798255 65.944 0.75 0.011849 AREA 28 0.001862 201.944245 80.442752 65.944 0.75 0.025701 AREA 29 0.001049 143.787819 53.935841 65.944 0.75 0.014472 AREA 30 0.002005 243.795493 105.990347 65.944 0.75 0.027678 AREA 31 0.000521 91.454262 31.903081 65.944 0.75 0.007194 AREA 32 0.000965 124.578536 48.528421 65.944 0.75 0.013319 AREA 33 0.000809 128.972719 52.321917 65.944 0.75 0.011171 AREA 34 0.000607 107.564102 42.769473 65.944 0.75 0.008377 AREA 35 0.001227 170.286886 68.739353 65.944 0.75 0.016941 AREA 36 0.000480 103.616507 40.855174 65.944 0.75 0.006623 AREA ZONA ALTA 0.035072 966.498401 285.396315

65.944 0.75 0.484082

Descripción

Área de escurrimiento

Área (Km2)

Perímetro Áreas de

escurrimiento (m)

Longitud de Cauce L (m)

Intensidad Máxima ( i2 ) mm/h

Coeficiente de

escorrentía ( c )

Caudal de Diseño m3/seg

AREA 00 0.001108 133.648327 46.513213 75.02 0.80 0.018523 AREA 01 0.001145 142.707505 50.296285 75.02 0.80 0.019135 AVENIDA LAS AMERICAS AREA 02 0.002825 232.195023 79.142272 75.02 0.80 0.047205 AREA 03 0.002315 213.948548 76.053408 75.02 0.80 0.038688 AREA 04 0.002398 209.717289 71.755579 75.02 0.80 0.040063 AREA 05 0.003543 240.230516 82.684425 75.02 0.80 0.059201 AREA 06 0.003770 258.078068 87.867547 75.02 0.80 0.063003 AREA 07 0.001881 177.850841 54.975955 75.02 0.80 0.031438 AREA 08 0.000493 97.567092 29.108426 75.02 0.80 0.008242 AREA 09 0.000903 142.876329 48.310298 75.02 0.80 0.015094 AREA 10 0.000582 110.062085 37.815889 75.02 0.80 0.009729 AREA 11 0.000978 128.026832 47.002973 75.02 0.80 0.016347 AREA 12 0.000414 86.651318 25.267613 75.02 0.80 0.006917 AREA 13 0.000232 64.133493 23.085951 75.02 0.80 0.003870 AREA 14 0.001496 196.962154 78.928509 75.02 0.80 0.025000 AREA 15 0.000357 80.634361 31.521845 75.02 0.80 0.005965 AV BOLIVAR AREA 16 0.002536 231.567740 86.167762 75.02 0.80 0.042374

AREA 16A 0.000077 47.461273 19.091155 75.02 0.80 0.001289 AREA 17 0.002603 227.459184 85.555766 75.02 0.80 0.043499 AREA 18 0.001426 154.279916 50.208834 75.02 0.80 0.023823 AREA 19 0.001912 189.351467 64.676233 75.02 0.80 0.031946 AREA 20 0.001483 158.695956 53.404373 75.02 0.80 0.024783 AREA 20A 0.001379 156.233891 42.852989 75.02 0.80 0.023039 AREA 21 0.004271 266.845057 89.923911 75.02 0.80 0.071366 AREA 22 0.005304 309.685112 106.796838 75.02 0.80 0.088635 AREA 22A 0.002186 226.137704 82.257682 75.02 0.80 0.036527 AREA 23 0.003728 254.657758 89.159630 75.02 0.80 0.062295 AREA 23A 0.003902 254.277028 88.976654 75.02 0.80 0.065211 AREA 24 0.002958 214.513973 63.771998 75.02 0.80 0.049433 AREA 25 0.000152 63.274572 23.067691 75.02 0.80 0.002547 AREA 26 0.000560 108.165324 42.432887 75.02 0.80 0.009353 AREA 26A 0.000296 67.952905 20.850070 75.02 0.80 0.004953 AREA 27 0.000858 117.424284 38.798255 75.02 0.80 0.014345 AREA 28 0.001862 201.944245 80.442752 75.02 0.80 0.031116 AREA 29 0.001049 143.787819 53.935841 75.02 0.80 0.017521 AREA 30 0.002005 243.795493 105.990347 75.02 0.80 0.033510 AREA 31 0.000521 91.454262 31.903081 75.02 0.80 0.008710 AREA 32 0.000965 124.578536 48.528421 75.02 0.80 0.016125 AREA 33 0.000809 128.972719 52.321917 75.02 0.80 0.013525 AREA 34 0.000607 107.564102 42.769473 75.02 0.80 0.010142 AREA 35 0.001227 170.286886 68.739353 75.02 0.80 0.020510 AREA 36 0.000480 103.616507 40.855174 75.02 0.80 0.008019 AREA ZONA ALTA 0.035072 966.498401 285.396315

75.02 0.80 0.586074

ITEM Descripción

Área de escurrimiento

Punto de Drenaje

Área (m2)

Perímetro Áreas de escurrimiento (m)

Caudal de Diseño m3/seg

Subtotales en Punto drenaje

m3/sg Subtotal por calle m3/seg

AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.003943

2 PI 01 SI 01A 136.596183 58.33012 0.001267 3 PI 01E SI 01A 128.645488 68.793862 0.001193 4 PI 02 SI 01A 361.651918 145.794349 0.003355 0.009758

5 VI 03A SI 02A 615.961923 200.337405 0.005714 6 PI 03 SI 02A 313.374673 165.350123 0.002907 0.008621

7 VI 04A SI 03A 457.52656 167.67 0.004244 8 VI 05A SI 03A 334.463801 114.470674 0.003103 9 PI 04 SI 03A 785.258638 256.369591 0.007284 0.014631

AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.000695

12 VD 07A SD 04A 182.415674 113.716925 0.001692 13 PD 01 SD 04A 124.431048 67.384942 0.001154 14 PD 02 SD 04A 294.817653 156.105589 0.002735 15 PD 02E SD 04A 105.35222 62.217614 0.000977 0.007254

16 VD 08A SD 05A 333.905194 172.853417 0.003097 17 PD 03 SD 05A 272.196655 157.612562 0.002525 18 PD 04A SD 05A 83.708086 50.330514 0.000776 0.006399

19 VD 09A SD 06A 261.034665 144.800071 0.002421 20 VD 10A SD 06A 225.758794 121.183257 0.002094 21 PD 04 SD 06A 453.738811 243.096975 0.004209 0.008725 0.05538633

AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.002503

23 PI 05 SI 26B 198.096912 117.217527 0.001838 0.004340 24 VI 24B SI 27B 455.503319 194.82417 0.004225

25 PI 06 SI 27B 275.136504 151.197353 0.002552 26 PEI 01 SI 27B 218.327201 67.027469 0.002025 0.008803

27 VI 25B SI 28B 288.085299 132.065489 0.002672 28 PI 07 SI 28B 152.447588 87.853036 0.001414 29 PEI 02 SI 28B 150.35271 61.022481 0.001395 0.005481

30 VI 26B SI 29B 575.774098 237.324855 0.005341 31 PI 08 SI 29B 350.746223 192.194532 0.003254 32 PEI 03 SI 29B 157.627254 63.487087 0.001462 0.010057

33 VI 27B SI 30B 147.975979 81.132715 0.001373 34 PEI 04 SI 30B 198.498388 84.805331 0.001841 0.003214

35 VI 28B SI 31B 271.570831 110.866531 0.002519 36 PI 09 SI 31B 97.483544 58.89119 0.000904 37 PEI 05 SI 31B 322.256076 92.396997 0.002989 0.006413

38 VI 29B SI 32B 372.279156 135.527845 0.003453 39 PI 10 SI 32B 137.957517 80.257193 0.001280 40 PEI 06 SI 32B 158.38762 66.780057 0.001469 0.006202

41 VI 30B SI 33B 262.479375 108.942408 0.002435 42 PI 11 SI 33B 94.591326 57.384275 0.000877 43 PEI 07 SI 33B 173.013739 71.901529 0.001605 0.004917

44 VI 31B SI 34B 651.159215 199.072337 0.006040 45 PI 12 SI 34B 293.385284 162.103045 0.002722 46 PEI 08 SI 34B 218.293604 73.416761 0.002025 0.010787

47 VI 32B SI 35B 284.247516 123.133672 0.002637 48 PI 13 SI 35B 115.354901 68.313839 0.001070 49 PEI 09 SI 35B 191.146629 79.001925 0.001773 0.005480

AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.000705 0.000705

51 VD 12B SD 08B 284.32884 146.083279 0.002637 52 VD 121B SD 08B 75.778911 70.778154 0.000703 53 PD 05 SD 08B 427.725356 219.68545 0.003968 0.007308

54 VD 13B SD 09B 434.436206 209.191525 0.004030 55 PD 06 SD 09B 446.923204 156.881575 0.004146 0.008176

56 VD 14B SD 12B 260.193181 115.544566 0.002414 57 PD 07 SD 12B 207.372604 91.498368 0.001924 58 PED 01 SD 12B 166.482957 61.459566 0.001544 0.005882

59 VD 15B SD 13B 548.464526 228.91319 0.005088 60 PD 08 SD 13B 508.778579 195.882004 0.004720 61 PED 03 SD 13B 73.969695 46.536411 0.000686 0.010493

62 VD 16B SD 14B 219.17786 90.782752 0.002033 63 PD 09 SD 14B 139.61201 72.795411 0.001295 0.003328

64 VD 17B SD 15B 297.78234 130.995273 0.002762 65 PD 10 SD 15B 134.237166 63.419046 0.001245 66 PD 11 SD 15B 159.240724 73.833382 0.001477 0.005485

67 VD 171B SD 16B 314.778846 126.444069 0.002920 68 PD 12 SD 16B 275.889914 123.978805 0.002559 0.005479

69 VD 18B SD 17B 392.118309 134.389278 0.003637 70 PD 13 SD 17B 182.758133 103.700372 0.001695 0.005333

71 VD 19B SD 201B 125.804096 119.422592 0.001167 72 PD 14A SD 201B 110.454178 65.795391 0.001025 73 PED 08 SD 201B 191.036475 72.969461 0.001772 0.003964

74 VD 20B SD 24B 31.481872 52.588907 0.000292 75 VD 22B SD 24B 70.702818 70.64024 0.000656 76 PLD 01 SD 24B 89.31115 49.29367 0.000828 77 PLD 02 SD 24B 114.851564 50.88796 0.001065 78 PELD 03 SD 24B 104.036306 46.743352 0.000965 79 PD 14 SD 24B 184.209209 108.415091 0.001709 0.005516

80 VD 21B SD 25B 75.982291 106.860065 0.000705 81 PD 15 SD 25B 52.370247 38.508674 0.000486 82 PD 16 SD 25B 98.754345 67.231809 0.000916 83 PLD 04 SD 25B 74.2815 41.627764 0.000689 84 PLD 05 SD 25B 152.948759 70.54233 0.001419 0.004215 0.131577

ITEM Descripción

Área de escurrimiento

Punto de Drenaje

Área (m2)

Perímetro Áreas de escurrimiento (m)

Caudal de Diseño m3/seg

Subtotales en Punto drenaje

m3/sg Subtotal por calle m3/seg

AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.005906

2 PI 01 SI 01A 136.596183 58.33012 0.001898 3 PI 01E SI 01A 128.645488 68.793862 0.001788 4 PI 02 SI 01A 361.651918 145.794349 0.005025 0.014617

5 VI 03A SI 02A 615.961923 200.337405 0.008559 6 PI 03 SI 02A 313.374673 165.350123 0.004355 0.012914

7 VI 04A SI 03A 457.52656 167.67 0.006358 8 VI 05A SI 03A 334.463801 114.470674 0.004648 9 PI 04 SI 03A 785.258638 256.369591 0.010912 0.021917

AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.001041

12 VD 07A SD 04A 182.415674 113.716925 0.002535 13 PD 01 SD 04A 124.431048 67.384942 0.001729 14 PD 02 SD 04A 294.817653 156.105589 0.004097 15 PD 02E SD 04A 105.35222 62.217614 0.001464 0.010866

16 VD 08A SD 05A 333.905194 172.853417 0.004640 17 PD 03 SD 05A 272.196655 157.612562 0.003782 18 PD 04A SD 05A 83.708086 50.330514 0.001163 0.009585

19 VD 09A SD 06A 261.034665 144.800071 0.003627 20 VD 10A SD 06A 225.758794 121.183257 0.003137 21 PD 04 SD 06A 453.738811 243.096975 0.006305 0.013069 0.08296828

AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.003749

23 PI 05 SI 26B 198.096912 117.217527 0.002753 0.006502 24 VI 24B SI 27B 455.503319 194.82417 0.006330

25 PI 06 SI 27B 275.136504 151.197353 0.003823 26 PEI 01 SI 27B 218.327201 67.027469 0.003034 0.013187

27 VI 25B SI 28B 288.085299 132.065489 0.004003 28 PI 07 SI 28B 152.447588 87.853036 0.002118 29 PEI 02 SI 28B 150.35271 61.022481 0.002089 0.008211

30 VI 26B SI 29B 575.774098 237.324855 0.008001 31 PI 08 SI 29B 350.746223 192.194532 0.004874 32 PEI 03 SI 29B 157.627254 63.487087 0.002190 0.015065

33 VI 27B SI 30B 147.975979 81.132715 0.002056 34 PEI 04 SI 30B 198.498388 84.805331 0.002758 0.004815

35 VI 28B SI 31B 271.570831 110.866531 0.003774 36 PI 09 SI 31B 97.483544 58.89119 0.001355 37 PEI 05 SI 31B 322.256076 92.396997 0.004478 0.009606

38 VI 29B SI 32B 372.279156 135.527845 0.005173 39 PI 10 SI 32B 137.957517 80.257193 0.001917 40 PEI 06 SI 32B 158.38762 66.780057 0.002201 0.009291

41 VI 30B SI 33B 262.479375 108.942408 0.003647 42 PI 11 SI 33B 94.591326 57.384275 0.001314 43 PEI 07 SI 33B 173.013739 71.901529 0.002404 0.007366

44 VI 31B SI 34B 651.159215 199.072337 0.009048 45 PI 12 SI 34B 293.385284 162.103045 0.004077 46 PEI 08 SI 34B 218.293604 73.416761 0.003033 0.016158

47 VI 32B SI 35B 284.247516 123.133672 0.003950 48 PI 13 SI 35B 115.354901 68.313839 0.001603 49 PEI 09 SI 35B 191.146629 79.001925 0.002656 0.008209

AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.001057 0.001057

51 VD 12B SD 08B 284.32884 146.083279 0.003951 52 VD 121B SD 08B 75.778911 70.778154 0.001053 53 PD 05 SD 08B 427.725356 219.68545 0.005944 0.010947

54 VD 13B SD 09B 434.436206 209.191525 0.006037 55 PD 06 SD 09B 446.923204 156.881575 0.006210 0.012247

56 VD 14B SD 12B 260.193181 115.544566 0.003616 57 PD 07 SD 12B 207.372604 91.498368 0.002882 58 PED 01 SD 12B 166.482957 61.459566 0.002313 0.008811

59 VD 15B SD 13B 548.464526 228.91319 0.007621 60 PD 08 SD 13B 508.778579 195.882004 0.007070 61 PED 03 SD 13B 73.969695 46.536411 0.001028 0.015719

62 VD 16B SD 14B 219.17786 90.782752 0.003046 63 PD 09 SD 14B 139.61201 72.795411 0.001940 0.004986

64 VD 17B SD 15B 297.78234 130.995273 0.004138 65 PD 10 SD 15B 134.237166 63.419046 0.001865 66 PD 11 SD 15B 159.240724 73.833382 0.002213 0.008216

67 VD 171B SD 16B 314.778846 126.444069 0.004374 68 PD 12 SD 16B 275.889914 123.978805 0.003834 0.008208

69 VD 18B SD 17B 392.118309 134.389278 0.005449 70 PD 13 SD 17B 182.758133 103.700372 0.002540 0.007988

71 VD 19B SD 201B 125.804096 119.422592 0.001748 72 PD 14A SD 201B 110.454178 65.795391 0.001535 73 PED 08 SD 201B 191.036475 72.969461 0.002655 0.005938

74 VD 20B SD 24B 31.481872 52.588907 0.000437 75 VD 22B SD 24B 70.702818 70.64024 0.000982 76 PLD 01 SD 24B 89.31115 49.29367 0.001241 77 PLD 02 SD 24B 114.851564 50.88796 0.001596 78 PELD 03 SD 24B 104.036306 46.743352 0.001446 79 PD 14 SD 24B 184.209209 108.415091 0.002560 0.008262

80 VD 21B SD 25B 75.982291 106.860065 0.001056 81 PD 15 SD 25B 52.370247 38.508674 0.000728 82 PD 16 SD 25B 98.754345 67.231809 0.001372 83 PLD 04 SD 25B 74.2815 41.627764 0.001032 84 PLD 05 SD 25B 152.948759 70.54233 0.002125 0.006313 0.197101

ITEM Descripción

Área de escurrimiento

Punto de Drenaje

Área (m2)

Perímetro Áreas de escurrimiento (m)

Caudal de Diseño m3/seg

Subtotales en Punto drenaje

m3/sg Subtotal por calle m3/seg

AV LAS AMERICAS IZQUIERDA 1 VI 02A SI 01A 425.015358 163.847989 0.007148

2 PI 01 SI 01A 136.596183 58.33012 0.002297 3 PI 01E SI 01A 128.645488 68.793862 0.002164 4 PI 02 SI 01A 361.651918 145.794349 0.006083 0.017692

5 VI 03A SI 02A 615.961923 200.337405 0.010360 6 PI 03 SI 02A 313.374673 165.350123 0.005271 0.015630

7 VI 04A SI 03A 457.52656 167.67 0.007695 8 VI 05A SI 03A 334.463801 114.470674 0.005625 9 PI 04 SI 03A 785.258638 256.369591 0.013207 0.026528

AV LAS AMERICAS DERECHA 11 VD 06A SD 04A 74.933007 52.532571 0.001260

12 VD 07A SD 04A 182.415674 113.716925 0.003068 13 PD 01 SD 04A 124.431048 67.384942 0.002093 14 PD 02 SD 04A 294.817653 156.105589 0.004959 15 PD 02E SD 04A 105.35222 62.217614 0.001772 0.013152

16 VD 08A SD 05A 333.905194 172.853417 0.005616 17 PD 03 SD 05A 272.196655 157.612562 0.004578 18 PD 04A SD 05A 83.708086 50.330514 0.001408 0.011602

19 VD 09A SD 06A 261.034665 144.800071 0.004390 20 VD 10A SD 06A 225.758794 121.183257 0.003797 21 PD 04 SD 06A 453.738811 243.096975 0.007631 0.015819 100.4224831

AV BOLIVAR IZQUIERDA 22 VI 23B. SI 26B 269.797828 115.285488 0.004538

23 PI 05 SI 26B 198.096912 117.217527 0.003332 0.007870 24 VI 24B SI 27B 455.503319 194.82417 0.007661

25 PI 06 SI 27B 275.136504 151.197353 0.004628 26 PEI 01 SI 27B 218.327201 67.027469 0.003672 0.015961

27 VI 25B SI 28B 288.085299 132.065489 0.004845 28 PI 07 SI 28B 152.447588 87.853036 0.002564 29 PEI 02 SI 28B 150.35271 61.022481 0.002529 0.009938

30 VI 26B SI 29B 575.774098 237.324855 0.009684 31 PI 08 SI 29B 350.746223 192.194532 0.005899 32 PEI 03 SI 29B 157.627254 63.487087 0.002651 0.018234

33 VI 27B SI 30B 147.975979 81.132715 0.002489 34 PEI 04 SI 30B 198.498388 84.805331 0.003339 0.005827

35 VI 28B SI 31B 271.570831 110.866531 0.004568 36 PI 09 SI 31B 97.483544 58.89119 0.001640 37 PEI 05 SI 31B 322.256076 92.396997 0.005420 0.011627

38 VI 29B SI 32B 372.279156 135.527845 0.006261 39 PI 10 SI 32B 137.957517 80.257193 0.002320 40 PEI 06 SI 32B 158.38762 66.780057 0.002664 0.011246

41 VI 30B SI 33B 262.479375 108.942408 0.004415 42 PI 11 SI 33B 94.591326 57.384275 0.001591 43 PEI 07 SI 33B 173.013739 71.901529 0.002910 0.008915

44 VI 31B SI 34B 651.159215 199.072337 0.010952 45 PI 12 SI 34B 293.385284 162.103045 0.004934 46 PEI 08 SI 34B 218.293604 73.416761 0.003671 0.019558

47 VI 32B SI 35B 284.247516 123.133672 0.004781 48 PI 13 SI 35B 115.354901 68.313839 0.001940 49 PEI 09 SI 35B 191.146629 79.001925 0.003215 0.009936

AV BOLIVAR DERECHA 50 VD 11B SD 07B 76.048688 51.255415 0.001279 0.001279

51 VD 12B SD 08B 284.32884 146.083279 0.004782 52 VD 121B SD 08B 75.778911 70.778154 0.001275 53 PD 05 SD 08B 427.725356 219.68545 0.007194 0.013251

54 VD 13B SD 09B 434.436206 209.191525 0.007307 55 PD 06 SD 09B 446.923204 156.881575 0.007517 0.014824

56 VD 14B SD 12B 260.193181 115.544566 0.004376 57 PD 07 SD 12B 207.372604 91.498368 0.003488 58 PED 01 SD 12B 166.482957 61.459566 0.002800 0.010664

59 VD 15B SD 13B 548.464526 228.91319 0.009225 60 PD 08 SD 13B 508.778579 195.882004 0.008557 61 PED 03 SD 13B 73.969695 46.536411 0.001244 0.019026

62 VD 16B SD 14B 219.17786 90.782752 0.003686 63 PD 09 SD 14B 139.61201 72.795411 0.002348 0.006034

64 VD 17B SD 15B 297.78234 130.995273 0.005008 65 PD 10 SD 15B 134.237166 63.419046 0.002258 66 PD 11 SD 15B 159.240724 73.833382 0.002678 0.009944

67 VD 171B SD 16B 314.778846 126.444069 0.005294 68 PD 12 SD 16B 275.889914 123.978805 0.004640 0.009934

69 VD 18B SD 17B 392.118309 134.389278 0.006595 70 PD 13 SD 17B 182.758133 103.700372 0.003074 0.009669

71 VD 19B SD 201B 125.804096 119.422592 0.002116 72 PD 14A SD 201B 110.454178 65.795391 0.001858 73 PED 08 SD 201B 191.036475 72.969461 0.003213 0.007187

74 VD 20B SD 24B 31.481872 52.588907 0.000529 75 VD 22B SD 24B 70.702818 70.64024 0.001189 76 PLD 01 SD 24B 89.31115 49.29367 0.001502 77 PLD 02 SD 24B 114.851564 50.88796 0.001932 78 PELD 03 SD 24B 104.036306 46.743352 0.001750 79 PD 14 SD 24B 184.209209 108.415091 0.003098 0.010000

80 VD 21B SD 25B 75.982291 106.860065 0.001278 81 PD 15 SD 25B 52.370247 38.508674 0.000881 82 PD 16 SD 25B 98.754345 67.231809 0.001661 83 PLD 04 SD 25B 74.2815 41.627764 0.001249 84 PLD 05 SD 25B 152.948759 70.54233 0.002572 0.007641 238.5653066

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