calculo hidraulico red de alcantarillado rosario del ingre

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023

Página 1

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 986 Hab Coef. Harmon =3.80

DENSIDAD POBLACION = 0.42 Hab/m Long. total red = 2350.03m

DOTACION = 78 l/Hab/Día Infiltración = 0.05 lps/Km

APORTACION = 62 l/Hab/Día Conexiones Erradas = 0.16

Qmin = 0.35 lps GASTO MINIMO = 0.35 lps

Qmed = 0.71 lps GASTO MEDIO = 0.71 lps

Qmax inst = 2.70 lps GASTO MAX. INST. = 2.70 lps

Qmax prev = 3.24 lps GASTO MAX. PREV. = 0.63 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps)

Tramo Tributaria Total Qmed Qmin Infiltración

14-15 65 0 65 27 3.800 1.500 1.500 1.088 0.003

15-16 73 65 138 58 3.800 1.500 1.500 1.088 0.007

16-2 75 0 75 31 3.800 1.500 1.500 1.088 0.004

17-13 74 0 74 31 3.800 1.500 1.500 1.088 0.004

2-13 56 75 131 55 3.800 1.500 1.500 1.088 0.007

20-21 67 0 67 28 3.800 1.500 1.500 1.088 0.003

21-17 67 67 134 56 3.800 1.500 1.500 1.088 0.007

16-17 60 138 198 83 3.800 1.500 1.500 1.088 0.010

21-22 58 0 58 24 3.800 1.500 1.500 1.088 0.003

22-18 62 58 121 51 3.800 1.500 1.500 1.088 0.006

17-18 60 332 392 164 3.800 1.500 1.500 1.088 0.020

25-6 55 0 55 23 3.800 1.500 1.500 1.088 0.003

24-19 77 0 77 32 3.800 1.500 1.500 1.088 0.004

18-19 74 513 586 246 3.800 1.500 1.500 1.088 0.029

19-5 72 663 735 308 3.800 1.500 1.500 1.088 0.037

4-5 72 0 72 30 3.800 1.500 1.500 1.088 0.004

5-6 52 807 859 360 3.800 1.500 1.500 1.088 0.043

6-7 61 914 975 409 3.800 1.500 1.500 1.088 0.049

5-27 58 0 58 24 3.800 1.500 1.500 1.088 0.003

18-4 73 0 73 31 3.800 1.500 1.500 1.088 0.004

13-4 60 205 264 111 3.800 1.500 1.500 1.088 0.013

4-26 58 338 395 166 3.800 1.500 1.500 1.088 0.020

26-27 70 395 466 195 3.800 1.500 1.500 1.088 0.023

27-7 52 523 576 242 3.800 1.500 1.500 1.088 0.029

COEF. HARMON Conexiones

Erradas


Página 2

GASTOS(lps)

QMax Prev

7.931

7.934

7.931

7.931

7.934

7.931

7.934

7.937

7.930

7.934

7.947

7.930

7.931

7.957

7.964

7.931

7.970

7.976

7.930

7.931

7.941

7.947

7.951

7.956


Página 3

COTAS TERRENO(m) PENDIENTE(m/km) DIAMETRO TUBO LLENO

Inicial Final Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s)

909.902 907.711 33.526 34 9.361 15 6" 0.013 29.091 1.595

907.711 904.350 46.199 46 8.816 15 6" 0.013 34.149 1.872

904.350 902.261 27.953 28 9.686 15 6" 0.013 26.563 1.456

904.296 902.990 17.672 18 10.555 15 6" 0.013 21.121 1.158

902.261 902.990 -13.023 6 13.019 15 6" 0.013 12.076 0.662

911.443 907.125 64.819 71 8.136 15 6" 0.013 42.282 2.318

907.125 904.296 42.000 42.0 8.975 15 6" 0.013 32.561 1.785

904.350 904.296 0.901 7.5 12.398 15 6" 0.013 13.764 0.755

907.125 905.968 19.870 19.9 10.326 15 6" 0.013 22.396 1.228

905.968 904.045 30.776 30.8 9.514 15 6" 0.013 27.872 1.528

904.296 904.045 4.200 6.7 12.667 15 6" 0.013 13.014 0.713

902.049 901.445 10.961 20.1 10.305 15 6" 0.013 22.515 1.234

902.930 903.273 -4.455 6.0 12.939 15 6" 0.013 12.273 0.673

904.045 903.273 10.496 8.5 12.134 15 6" 0.013 14.610 0.801

903.273 901.597 23.229 17.7 10.567 15 6" 0.013 21.148 1.159

903.007 901.597 19.679 25.3 9.869 15 6" 0.013 25.269 1.385

901.597 901.445 2.934 15.5 10.838 15 6" 0.013 19.779 1.084

901.445 900.289 18.822 8.2 12.204 15 6" 0.013 14.423 0.791

901.597 900.501 18.926 30.2 9.549 15 6" 0.013 27.587 1.512

904.045 903.007 14.196 8.0 12.246 15 6" 0.013 14.211 0.779

902.990 903.007 -0.284 5.6 13.116 15 6" 0.013 11.850 0.650

903.007 900.248 47.934 23.6 10.005 15 6" 0.013 24.414 1.338

900.248 900.501 -3.597 7.1 12.548 15 6" 0.013 13.351 0.732

900.501 900.289 4.064 6.0 12.948 15 6" 0.013 12.287 0.674

Coef. Rug. ManningComercial

(cm)


Página 4

RELACION DE GASTOS RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm)

Qmin/Qll Qmax/Qll Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax

0.052 0.235 0.526 0.817 0.154 0.330 0.839 1.303 2.352 5.028

0.044 0.200 0.501 0.781 0.143 0.304 0.939 1.462 2.177 4.626

0.056 0.258 0.540 0.838 0.161 0.346 0.787 1.220 2.458 5.275

0.071 0.324 0.578 0.893 0.180 0.391 0.670 1.033 2.750 5.965

0.124 0.566 0.681 1.031 0.238 0.539 0.451 0.683 3.627 8.211

0.035 0.162 0.470 0.735 0.129 0.272 1.090 1.704 1.964 4.145

0.046 0.210 0.509 0.792 0.146 0.311 0.908 1.413 2.227 4.741

0.109 0.497 0.656 0.998 0.223 0.498 0.495 0.753 3.397 7.593

0.067 0.305 0.568 0.878 0.175 0.379 0.698 1.078 2.672 5.779

0.054 0.245 0.533 0.827 0.158 0.337 0.814 1.264 2.402 5.143

0.115 0.526 0.666 1.012 0.229 0.515 0.475 0.722 3.494 7.849

0.067 0.304 0.567 0.877 0.175 0.378 0.700 1.083 2.665 5.762

0.122 0.557 0.678 1.027 0.236 0.534 0.456 0.691 3.598 8.131

0.103 0.468 0.644 0.984 0.216 0.481 0.516 0.788 3.298 7.333

0.071 0.323 0.578 0.892 0.180 0.391 0.670 1.034 2.748 5.961

0.059 0.271 0.548 0.850 0.165 0.355 0.760 1.177 2.519 5.417

0.076 0.346 0.590 0.908 0.186 0.406 0.639 0.985 2.840 6.183

0.104 0.474 0.647 0.987 0.218 0.485 0.511 0.780 3.319 7.388

0.054 0.248 0.534 0.829 0.158 0.339 0.808 1.254 2.414 5.171

0.106 0.481 0.650 0.990 0.219 0.489 0.506 0.772 3.344 7.452

0.127 0.577 0.685 1.036 0.240 0.545 0.445 0.673 3.662 8.307

0.061 0.280 0.554 0.858 0.168 0.362 0.741 1.148 2.562 5.517

0.112 0.512 0.662 1.006 0.226 0.507 0.484 0.736 3.449 7.730

0.122 0.557 0.678 1.027 0.236 0.533 0.456 0.692 3.596 8.125


Página 5

COTA CLAVE (m) COTA BATEA (m)

OBSERVACIONES

Inicial Final Inicial Final

909.105 906.913 908.952 906.761

906.913 903.552 906.761 903.400

903.552 901.463 903.400 901.311

903.498 902.192 903.346 902.040

901.463 901.140 901.311 900.988

910.645 905.927 910.493 905.775

905.927 903.098 905.775 902.946

903.552 903.102 903.400 902.950

906.327 905.170 906.175 905.018

905.170 903.247 905.018 903.095

903.098 902.697 902.946 902.545

901.251 900.145 901.099 899.993

902.132 901.673 901.980 901.521

902.697 902.075 902.545 901.923

901.675 900.397 901.523 900.245

902.209 900.397 902.057 900.245

900.399 899.598 900.247 899.445

899.598 899.091 899.445 898.939

900.799 899.053 900.647 898.901

902.692 902.107 902.540 901.955

901.142 900.809 900.990 900.657

900.809 899.450 900.657 899.298

899.450 898.953 899.298 898.801

898.951 898.639 898.799 898.487


Página 6

29-30 70 0 70 29 3.800 1.500 1.500 1.088 0.004

30-9 69 70 139 58 3.800 1.500 1.500 1.088 0.007

7-8 50 1551 1601 672 3.800 1.500 1.500 1.088 0.080

8-8A 48 1601 1649 692 3.800 1.500 1.500 1.088 0.082

8A-9 50 1649 1699 713 3.800 1.500 1.500 1.088 0.085

31-10 56 0 56 23 3.800 1.500 1.500 1.088 0.003

9-10 60 1838 1899 797 3.800 1.500 1.500 1.088 0.095

10-11 79 1954 2033 853 3.800 1.500 1.500 1.088 0.102

11-4A 97 2033 2130 894 3.800 1.500 1.500 1.088 0.107

4A-5A 72 2130 2203 924 3.800 1.500 1.500 1.088 0.110

5A-6A 76 2203 2278 956 3.800 1.500 1.500 1.088 0.114

6A-7A 72 2278 2350 986 3.800 1.500 1.500 1.088 0.118


Página 7

7.931

7.935

8.008

8.010

8.013

7.930

8.022

8.029

8.034

8.038

8.041

8.045


Página 8

903.482 902.179 18.564 20.7 10.247 15 6" 0.013 22.859 1.253

902.179 899.360 40.947 40.9 9.018 15 6" 0.013 32.150 1.762

900.289 898.837 28.777 12.0 11.395 15 6" 0.013 17.389 0.953

898.837 898.720 2.428 7.6 12.406 15 6" 0.013 13.865 0.760

898.720 899.360 -12.860 7.3 12.512 15 6" 0.013 13.558 0.743

901.120 899.109 36.177 38.9 9.104 15 6" 0.013 31.326 1.717

899.360 899.109 4.157 6.6 12.750 15 6" 0.013 12.908 0.708

899.109 895.008 51.685 34.7 9.343 15 6" 0.013 29.600 1.623

895.008 894.323 7.068 7.0 12.603 15 6" 0.013 13.334 0.731

894.323 893.304 14.135 14.1 11.062 15 6" 0.013 18.889 1.036

893.304 892.875 5.644 6.3 12.873 15 6" 0.013 12.613 0.691

892.875 892.472 5.629 6.3 12.865 15 6" 0.013 12.638 0.693


Página 9

0.066 0.299 0.565 0.874 0.174 0.375 0.708 1.095 2.645 5.715

0.047 0.213 0.511 0.795 0.147 0.313 0.900 1.400 2.241 4.773

0.086 0.393 0.612 0.940 0.199 0.436 0.584 0.896 3.025 6.641

0.108 0.493 0.654 0.997 0.222 0.496 0.497 0.758 3.385 7.560

0.111 0.505 0.659 1.002 0.225 0.503 0.489 0.745 3.423 7.660

0.048 0.218 0.514 0.800 0.149 0.317 0.884 1.374 2.269 4.838

0.116 0.530 0.668 1.014 0.230 0.518 0.473 0.718 3.508 7.887

0.051 0.231 0.523 0.813 0.153 0.327 0.849 1.320 2.333 4.983

0.112 0.513 0.662 1.006 0.226 0.508 0.484 0.736 3.451 7.736

0.079 0.362 0.598 0.920 0.191 0.416 0.619 0.952 2.905 6.342

0.119 0.542 0.673 1.020 0.233 0.525 0.465 0.705 3.549 7.998

0.119 0.541 0.672 1.020 0.233 0.524 0.466 0.707 3.545 7.988


Página 10

902.684 901.231 902.532 901.079

901.231 898.412 901.079 898.260

898.641 898.037 898.489 897.885

898.037 897.670 897.885 897.518

897.672 897.310 897.520 897.158

900.322 898.161 900.170 898.009

897.310 896.911 897.158 896.759

896.964 894.210 896.812 894.058

894.208 893.525 894.056 893.373

893.525 892.506 893.373 892.354

892.506 892.027 892.354 891.875

892.027 891.575 891.875 891.422

calculo hidraulico red de alcantarillado rosario del ingre

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