Calculo Hidraulico Red de Alcantarillado Rosario Del Ingre
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Transcript of 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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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)
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: RED DE ALCANTARILLADO SANITARIO "ROSARIO DEL INGRE" Autor: ING. JOHNNY REYES QUIROGA Fecha: 04/08/2023
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