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Page 1: Sani Caudales

PUNTO COTA ÁREAS ÁREA (m2) ÁREA (Ha) PUNTOS

1 3847.80 ÁREA 1 853.302 0.08533 19 18 158.5172 3849.70 ÁREA 2 1123.395 0.11234 18 17 175.9603 3851.05 ÁREA 3 594.747 0.05947 17 16 131.8664 3853.60 ÁREA 4 607.397 0.06074 16 12 137.9905 3851.92 ÁREA 5 319.795 0.03198 12 13 101.0976 3853.17 ÁREA 6 408.032 0.04080 17 13 117.0767 3857.09 ÁREA 7 1198.358 0.11984 14 13 195.3998 3856.74 ÁREA 8 528.338 0.05283 18 14 111.5319 3857.31 ÁREA 9 1002.152 0.10022 19 15 190.846

10 3857.72 ÁREA 10 474.401 0.04744 15 11 112.65511 3861.18 ÁREA 11 992.137 0.09921 15 14 150.56612 3860.59 ÁREA 12 757.260 0.07573 11 10 137.74913 3859.94 ÁREA 13 400.709 0.04007 14 10 83.55314 3861.20 ÁREA 14 1043.405 0.10434 10 9 182.88315 3863.75 ÁREA 15 695.097 0.06951 13 9 110.58716 3863.61 ÁREA 16 151.178 0.01512 9 8 54.82017 3863.99 ÁREA 17 469.928 0.04699 12 8 131.02018 3865.50 ÁREA 18 437.007 0.04370 8 5 105.95219 3867.63 ÁREA 19 1301.476 0.13015 6 5 195.789

OUTFALL ÁREA 20 1047.702 0.10477 10 6 155.072D1 3845.90 ÁREA 21 661.369 0.06614 11 7 119.749D2 3843.56 ÁREA 22 616.127 0.06161 7 4 123.013

ÁREA 23 904.752 0.09048 7 6 140.457ÁREA 24 344.344 0.03443 4 3 87.504ÁREA 25 797.971 0.07980 3 2 122.370ÁREA 26 442.971 0.04430 6 2 86.576ÁREA 27 874.700 0.08747 2 1 160.769ÁREA 28 700.249 0.07002 5 1 103.333ÁREA 29 992.516 0.09925 1 D1 156.326ÁREA 30 527.073 0.05271 D1 D2 119.558

21267.888 2.12679 3960.583

LONGITUD (m)

Page 2: Sani Caudales

ÁREASCÁMARAS ÁREAS

q M QmáxINICIO FINAL PROPIA

Ha Ha Personas L/S L/S L/S

1 19 18 0.0853 0.0853 29.8656 0.1685 4.3550 3.8 0.6403 0.0640

2 18 17 0.1123 0.1977 69.1844 0.3904 4.2840 3.8 1.4834 0.1483

3 17 16 0.0595 0.2571 90.0005 0.5078 4.2558 3.8 1.9297 0.1930

4 16 12 0.0607 0.3179 111.2594 0.6278 4.2306 3.8 2.3855 0.2385

5 12 13 0.0320 0.0320 11.1928 0.0632 4.4098 3.8 0.2400 0.0240

6 17 13 0.0408 0.2385 83.4655 0.4709 4.2642 3.8 1.7896 0.1790

7 14 13 0.1198 0.1198 41.9425 0.2367 4.3295 3.8 0.8993 0.0899

8 18 14 0.0528 0.1382 48.3574 0.2728 4.3176 3.8 1.0368 0.1037

9 19 15 0.1002 0.1002 35.0753 0.1979 4.3435 3.8 0.7520 0.0752

10 15 11 0.0474 0.1477 51.6794 0.2916 4.3118 3.8 1.1080 0.1108

11 15 14 0.0992 0.1994 69.8001 0.3938 4.2832 3.8 1.4966 0.1497

12 11 10 0.0757 0.2234 78.1835 0.4411 4.2713 3.8 1.6763 0.1676

13 14 10 0.0401 0.3777 132.1823 0.7458 4.2084 3.8 2.8341 0.2834

14 10 9 0.1043 0.7054 246.8850 1.3930 4.1133 3.8 5.2934 0.5293

15 13 9 0.0695 0.4598 160.9293 0.9080 4.1810 3.8 3.4504 0.3450

16 9 8 0.0151 1.1803 413.1055 2.3309 4.0155 3.8 8.8573 0.8857

17 12 8 0.0470 0.3649 127.7069 0.7206 4.2130 3.8 2.7381 0.2738

18 8 5 0.0437 1.5889 556.1076 3.1377 3.9500 3.8 11.9234 1.1923

19 6 5 0.1301 0.1301 45.5517 0.2570 4.3227 3.8 0.9767 0.0977

20 10 6 0.1048 0.7058 247.0354 1.3938 4.1132 3.8 5.2966 0.5297

21 11 7 0.0661 0.2138 74.8273 0.4222 4.2760 3.8 1.6044 0.1604

22 7 4 0.0616 0.2754 96.3917 0.5439 4.2479 3.8 2.0667 0.2067

23 7 6 0.0905 0.3043 106.4936 0.6009 4.2360 3.8 2.2833 0.2283

24 4 3 0.0344 0.3098 108.4438 0.6119 4.2338 3.8 2.3251 0.2325

25 3 2 0.0798 0.3896 136.3727 0.7695 4.2042 3.8 2.9239 0.2924

26 6 2 0.0443 1.0544 369.0329 2.0822 4.0385 3.8 7.9124 0.7912

27 2 1 0.0875 1.5315 536.0202 3.0244 3.9585 3.8 11.4927 1.1493

28 5 1 0.0700 1.7891 626.1680 3.5330 3.9220 3.8 13.4255 1.3426

29 1 D1 0.0993 3.4198 1196.9262 6.7534 3.7483 3.79543 25.6322 2.5632

30 D1 D2 0.0527 3.4725 1215.3738 6.8575 3.7438 3.79035 25.9924 2.5992

2.1268

q= 164.5674

POBLA-CIÓN

M (Asumir)

Q erradasACUMULA

DA

Page 3: Sani Caudales

CAUDAL MEDIO DIARIOq= 4.2000

CAUDAL UNITARIOq UNIT= 1.9748

Page 4: Sani Caudales

m L/S L/S L/S L/S L/S L/S L/S

158.517 0.1585 0.1585 0 0 0 0.8629 1.5000 1175.960 0.1760 0.3345 0 0 0 1.9662 1.9662 2131.866 0.1319 0.4663 0 0 0 2.5890 2.5890 3137.990 0.1380 0.6043 0 0 0 3.2284 3.2284 4101.097 0.1011 0.1011 0.0160 0.0480 0.0160 0.4450 1.5000 5117.076 0.1171 0.4515 0 0 0 2.4201 2.4201 6195.399 0.1954 0.1954 7.57 0 0 8.7546 8.7546 7111.531 0.1115 0.2700 0 0 0 1.4105 1.5000 8190.846 0.1908 0.1908 0 0 0 1.0180 1.5000 9112.655 0.1127 0.3035 0 0 0 1.5223 1.5223 10150.566 0.1506 0.3414 0 0 0 1.9876 1.9876 11137.749 0.1377 0.4412 0 0 0 2.2851 2.2851 1283.553 0.0836 0.6950 0 0 0 3.8125 3.8125 13

182.883 0.1829 1.3190 0 1.0581 0 8.1999 8.1999 14110.587 0.1106 0.8586 7.7999 0.6897 0.2299 13.3736 13.3736 1554.820 0.0548 2.2325 0 0 0 11.9755 11.9755 16

131.020 0.1310 0.7353 0 0 0 3.7473 3.7473 17105.952 0.1060 3.0738 8.3644 2.3833 0.7944 27.7317 27.7317 18195.789 0.1958 0.1958 0 0 1.8673 3.1374 3.1374 19155.072 0.1551 1.2912 0 0 0 7.1175 7.1175 20119.749 0.1197 0.4232 0 0 0 2.1880 2.1880 21123.013 0.1230 0.5462 0 0 0 2.8196 2.8196 22140.457 0.1405 0.5637 0 0 0 3.0753 3.0753 2387.504 0.0875 0.6337 0 0 0 3.1914 3.1914 24

122.370 0.1224 0.7561 0 0 0 3.9724 3.9724 2586.576 0.0866 1.9415 0 0 0 10.6451 10.6451 26

160.769 0.1608 2.8583 0 0 0 15.5003 15.5003 27103.333 0.1033 3.3729 8.4645 2.6836 2.7618 32.0509 32.0509 28156.326 0.1563 6.3876 9.2799 5.1297 3.5772 52.5697 52.5697 29119.558 0.1196 6.5071 9.3062 5.2087 3.6035 53.2173 53.2173 30

LONGI-TUD

Q infiltra

Q infiltra bien

Q comerc

Q industr

Q institual

Q total

Q total BIEN

Page 5: Sani Caudales

ÁREASCÁMARAS

LONGITUDCOTA TERRENO

PENDIENTE

DTERRENO MÍNIMA PROYECTO

INICIO FINAL INICIO FINAL So S min S

m m/s/n/m m/s/n/m % % % mm

1 19 18 112.782 3867.630 3865.500 1.888599 0.464127 1.888599 149.9002 18 17 110.333 3865.500 3863.990 1.368584 0.464127 1.368584 149.9003 17 16 86.338 3863.990 3863.610 0.440131 0.464127 0.464127 149.9004 16 12 68.389 3863.610 3860.590 4.415915 0.464127 4.415915 149.9005 12 13 60.368 3860.590 3859.940 1.076729 0.464127 1.076729 149.9006 17 13 60.096 3863.990 3859.940 6.739217 0.464127 6.739217 149.9007 14 13 109.602 3861.200 3859.940 1.149614 0.346305 1.149614 200.9008 18 14 60.066 3865.500 3861.200 7.158792 0.464127 7.158792 149.9009 19 15 59.755 3867.630 3863.750 6.493180 0.464127 6.493180 149.900

10 15 11 60.603 3863.750 3861.180 4.240714 0.464127 4.240714 149.90011 15 14 111.799 3863.750 3861.200 2.280879 0.464127 2.280879 149.90012 11 10 109.49 3861.180 3857.720 3.160106 0.464127 3.160106 149.90013 14 10 59.155 3861.200 3857.720 5.882850 0.464127 5.882850 149.90014 10 9 108.286 3857.720 3857.310 0.378627 0.346305 0.378627 200.90015 13 9 60.331 3859.940 3857.310 4.359285 0.346305 4.359285 200.90016 9 8 36.706 3857.310 3856.740 1.552880 0.346305 1.552880 200.90017 12 8 70.192 3860.590 3856.740 5.484956 0.464127 5.484956 149.90018 8 5 54.852 3856.740 3851.920 8.787282 0.346305 8.787282 200.90019 6 5 120.375 3853.170 3851.920 1.038422 0.464127 1.038422 149.90020 10 6 60.463 3857.720 3853.170 7.525263 0.464127 7.525263 149.90021 11 7 63.764 3861.180 3857.090 6.414278 0.464127 6.414278 149.90022 7 4 59.261 3857.090 3853.600 5.889202 0.464127 5.889202 149.90023 7 6 101.108 3857.090 3853.170 3.877042 0.464127 3.877042 149.90024 4 3 26.09 3853.600 3851.050 9.773860 0.464127 9.773860 149.90025 3 2 68.22 3851.050 3849.700 1.978892 0.464127 1.978892 149.90026 6 2 59.49 3853.170 3849.700 5.832913 0.346305 5.832913 200.90027 2 1 102.256 3849.700 3847.800 1.858082 0.346305 1.858082 200.90028 5 1 64.312 3851.920 3847.800 6.406269 0.346305 6.406269 200.90029 1 D1 45.437 3847.800 3845.900 4.181614 0.277072 4.181614 251.10030 D1 D2 40.503 3845.900 3843.560 5.777350 0.277072 5.777350 251.100

ε= 0.001524 [m.]γ= 1.31E-06 [M2/s]g= 9.79 [m/s2]

Page 6: Sani Caudales

DN Q lleno Q llenoV Q TOTAL Q TOTAL θ a r v

< 5m/sL/S m3/S (Rad) m2 m

> 0,4 m/s

Pulg. m3/S L/S m/s m/s

6 0.0212 21.171 1.200 1.5000 0.001500 1.761 0.002188 0.016578 0.6866 0.0180 18.005 1.020 2.1657 0.002166 2.026 0.003168 0.020861 0.6846 0.0104 10.436 0.591 2.9724 0.002972 2.598 0.005844 0.030014 0.5096 0.0324 32.436 1.838 3.6789 0.003679 1.993 0.003036 0.020323 1.2126 0.0160 15.957 0.904 1.5000 0.001500 1.896 0.002664 0.018746 0.5636 0.0401 40.099 2.272 1.5000 0.001500 1.498 0.001406 0.012525 1.0678 0.0360 36.042 1.137 1.5851 0.001585 1.558 0.002816 0.017991 0.5636 0.0413 41.332 2.342 1.8664 0.001866 1.571 0.001604 0.013621 1.1646 0.0394 39.358 2.230 1.5000 0.001500 1.505 0.001424 0.012629 1.0536 0.0318 31.784 1.801 1.7427 0.001743 1.649 0.001831 0.014819 0.9526 0.0233 23.278 1.319 2.7426 0.002743 2.014 0.003119 0.020666 0.8796 0.0274 27.421 1.554 3.4394 0.003439 2.049 0.003261 0.021237 1.0556 0.0375 37.457 2.122 4.0029 0.004003 1.961 0.002910 0.019801 1.3758 0.0206 20.595 0.650 5.6632 0.005663 2.568 0.010218 0.039612 0.5548 0.0704 70.386 2.220 7.1355 0.007135 1.931 0.005021 0.025884 1.4218 0.0419 41.923 1.323 5.9264 0.005926 2.116 0.006362 0.029930 0.9326 0.0362 36.164 2.049 6.4389 0.006439 2.259 0.004176 0.024662 1.5428 0.1000 100.024 3.155 8.7284 0.008728 1.855 0.004516 0.024236 1.9336 0.0157 15.668 0.888 1.8930 0.001893 2.028 0.003176 0.020894 0.5966 0.0424 42.380 2.401 2.5995 0.002600 1.696 0.001977 0.015552 1.3156 0.0391 39.117 2.217 3.3415 0.003341 1.848 0.002489 0.017970 1.3426 0.0375 37.477 2.124 3.9391 0.003939 1.953 0.002879 0.019671 1.3686 0.0304 30.385 1.722 4.9816 0.004982 2.25 0.004134 0.024516 1.2056 0.0483 48.315 2.738 5.3445 0.005344 1.979 0.002981 0.020095 1.7936 0.0217 21.674 1.228 6.2413 0.006241 2.606 0.005886 0.030136 1.0608 0.0815 81.453 2.570 6.7211 0.006721 1.828 0.004343 0.023653 1.5478 0.0459 45.878 1.447 7.7488 0.007749 2.223 0.007206 0.032269 1.0758 0.0854 85.373 2.693 11.3247 0.011325 2.077 0.006066 0.029076 1.867

10 0.1248 124.780 2.520 13.5422 0.013542 1.965 0.008210 0.033279 1.64910 0.1467 146.729 2.963 14.8428 0.014843 1.927 0.007801 0.032243 1.903

Page 7: Sani Caudales

d COTA PROYECTO SOLERADIFERENCIA

< 1/2 D > 1 Pa INICIO FINAL

mm Pa m/s/n/m m/s/n/m mm

27.224 3.065 3866.280 3864.150 2.130 0.001535.278 2.795 3864.150 3862.640 1.510 0.002165754.829 1.364 3862.640 3862.239 0.401 0.0029723534.234 8.786 3862.260 3859.240 3.020 0.0036789231.231 1.976 3859.240 3858.590 0.650 0.001520.059 8.263 3862.640 3858.590 4.050 0.001528.968 2.025 3859.799 3858.539 1.260 0.0015851121.958 9.546 3864.150 3859.850 4.300 0.0018663820.238 8.028 3866.280 3862.400 3.880 0.001524.065 6.152 3862.400 3859.830 2.570 0.0017427334.897 4.615 3862.400 3859.850 2.550 0.0027426136.012 6.570 3859.830 3856.370 3.460 0.0034393833.232 11.404 3859.850 3856.370 3.480 0.0040029472.035 1.468 3856.319 3855.909 0.410 0.0056631643.293 11.047 3858.539 3855.909 2.630 0.0071354951.168 4.550 3855.909 3855.339 0.570 0.0059263742.938 13.243 3859.240 3855.390 3.850 0.006438940.196 20.849 3855.339 3850.519 4.820 0.0087283935.341 2.124 3851.820 3850.570 1.250 0.0018929625.372 11.457 3856.370 3851.820 4.550 0.0025995129.783 11.285 3859.830 3855.740 4.090 0.0033414932.984 11.341 3855.740 3852.250 3.490 0.0039390742.633 9.305 3855.740 3851.820 3.920 0.0049815833.794 19.228 3852.250 3849.700 2.550 0.0053444755.118 5.838 3849.700 3848.350 1.350 0.0062413339.117 13.507 3851.769 3848.299 3.470 0.0067211255.919 5.870 3848.299 3846.399 1.900 0.0077487649.470 18.236 3850.519 3846.399 4.120 0.0113246955.877 13.624 3846.349 3844.449 1.900 0.0135422353.905 18.237 3844.449 3842.109 2.340 0.01484276

TENSIÓN TRACTIVA CAÍDA EN

CÁMARAS

Page 8: Sani Caudales

149.900 0.01888599 1.761 1.888599149.900 0.01368584 2.026 1.368584149.900 0.00464127 2.598 0.464127149.900 0.04415915 1.993 4.415915149.900 0.01076729 1.896 1.076729149.900 0.06739217 1.498 6.739217200.900 0.01149614 1.558 1.149614149.900 0.07158792 1.571 7.158792149.900 0.0649318 1.505 6.493180149.900 0.04240714 1.649 4.240714149.900 0.02280879 2.014 2.280879149.900 0.03160106 2.049 3.160106149.900 0.0588285 1.961 5.882850200.900 0.00378627 2.568 0.378627200.900 0.04359285 1.931 4.359285200.900 0.0155288 2.116 1.552880149.900 0.05484956 2.259 5.484956200.900 0.08787282 1.855 8.787282149.900 0.01038422 2.028 1.038422149.900 0.07525263 1.696 7.525263149.900 0.06414278 1.848 6.414278149.900 0.05889202 1.953 5.889202149.900 0.03877042 2.25 3.877042149.900 0.0977386 1.979 9.773860149.900 0.01978892 2.606 1.978892200.900 0.05832913 1.828 5.832913200.900 0.01858082 2.223 1.858082200.900 0.06406269 2.077 6.406269251.100 0.04181614 1.965 4.181614251.100 0.0577735 1.927 5.777350

Page 9: Sani Caudales

ÁREASCÁMARAS ÁREAS

q MINICIO FINAL PROPIA

Ha Ha Personas L/S

1 3055.035 19 18 0.3055 0.3055 106.9262 0.1856 4.2355

2 5032.351 18 17 0.5032 0.8087 283.0585 0.4914 4.0891

3 3005.932 17 16 0.3006 1.1093 388.2661 0.6741 4.0283

4 2647.223 16 12 0.2647 1.3741 480.9189 0.8349 3.9829

5 1441.354 12 13 0.1441 0.1441 50.4474 0.0876 4.3139

6 2022.688 17 13 0.2023 0.3464 121.2415 0.2105 4.2197

7 4796.964 14 13 0.4797 0.4797 167.8937 0.2915 4.1748

8 2217.185 18 14 0.2217 0.7014 245.4952 0.4262 4.1142

9 4309.545 19 15 0.4310 0.4310 150.8341 0.2619 4.1902

10 2314.866 15 11 0.2315 0.6624 231.8544 0.4025 4.1239

11 3716.548 15 14 0.3717 1.0341 361.9336 0.6284 4.0424

12 2527.71 11 10 0.2528 1.2869 450.4034 0.7820 3.9971

13 2102.375 14 10 0.2102 1.4971 523.9865 0.9097 3.9637

14 3440.326 10 9 0.3440 1.8411 644.3980 1.1187 3.9150

15 3123.525 13 9 0.3124 2.1535 753.7213 1.3085 3.8758

16 604.711 9 8 0.0605 2.2140 774.8862 1.3453 3.8687

17 1879.711 12 8 0.1880 2.4019 840.6761 1.4595 3.8473

18 1748.028 8 5 0.1748 2.5767 901.8571 1.5657 3.8285

19 4990.652 6 5 0.4991 0.4991 174.6728 0.3033 4.1689

20 4887.924 10 6 0.4888 0.9879 345.7502 0.6003 4.0514

21 2795.73 11 7 0.2796 1.2674 443.6007 0.7701 4.0004

22 2236.088 7 4 0.2236 1.4910 521.8638 0.9060 3.9646

23 3905.459 7 6 0.3905 1.8816 658.5549 1.1433 3.9097

24 1377.378 4 3 0.1377 2.0193 706.7631 1.2270 3.8921

25 3396.744 3 2 0.3397 2.3590 825.6491 1.4334 3.8521

26 1771.886 6 2 0.1772 2.5362 887.6651 1.5411 3.8328

27 3896.013 2 1 0.3896 2.9258 1024.0256 1.7778 3.7933

28 3053.368 5 1 0.3053 3.2311 1130.8935 1.9634 3.7649

29 4567.471 1 D1 0.4567 3.6879 1290.7550 2.2409 3.7258

30 2678.599 D1 D2 0.2679 3.9557 1384.5059 2.4037 3.7045

POBLA-CIÓNACUMULA

DA

Page 10: Sani Caudales

Qmáx Q erradas LONGI-TUD

L/S L/S m L/S L/S L/S L/S L/S L/S

3.8 0.7054 0.0705 112.782 0.0564 0.0564 0.83233.8 1.8674 0.1867 110.333 0.0552 0.1116 2.16573.8 2.5615 0.2561 86.338 0.0432 0.1547 2.97243.8 3.1727 0.3173 68.389 0.0342 0.1889 3.67893.8 0.3328 0.0333 60.368 0.0302 0.0302 0.0721 0.2162 0.0721 0.75663.8 0.7999 0.0800 60.096 0.0300 0.0602 0.94013.8 1.1076 0.1108 109.602 0.0548 0.0548 0.3119159 1.58513.8 1.6196 0.1620 60.066 0.0300 0.0848 1.86643.8 0.9951 0.0995 59.755 0.0299 0.0299 1.12453.8 1.5296 0.1530 60.603 0.0303 0.0602 1.74273.8 2.3878 0.2388 111.799 0.0559 0.1161 2.74263.8 2.9714 0.2971 109.49 0.0547 0.1708 3.43943.8 3.4569 0.3457 59.155 0.0296 0.2004 4.00293.8 4.2512 0.4251 108.286 0.0541 0.2545 0.7323 5.66323.8 4.9725 0.4972 60.331 0.0302 0.2847 0.4681 0.6847 0.2282 7.13553.8 5.1121 0.5112 36.706 0.0184 0.3031 5.92643.8 5.5461 0.5546 70.192 0.0351 0.3382 6.43893.8 5.9498 0.5950 54.852 0.0274 0.3656 0.5555 0.9469 0.3156 8.72843.8 1.1524 0.1152 120.375 0.0602 0.0602 0.5652 1.89303.8 2.2810 0.2281 60.463 0.0302 0.0904 2.59953.8 2.9265 0.2927 63.764 0.0319 0.1223 3.34153.8 3.4429 0.3443 59.261 0.0296 0.1519 3.93913.8 4.3446 0.4345 101.108 0.0506 0.2025 4.98163.8 4.6627 0.4663 26.09 0.0130 0.2155 5.34453.8 5.4470 0.5447 68.22 0.0341 0.2496 6.24133.8 5.8561 0.5856 59.49 0.0297 0.2794 6.7211

3.7933287 6.7439 0.6744 102.256 0.0511 0.3305 7.74883.7649216 7.3919 0.7392 64.312 0.0322 0.3627 0.7082 1.4049 0.7178 11.32473.7257962 8.3491 0.8349 45.437 0.0227 0.3854 0.9365 2.0901 0.9462 13.54223.7044516 8.9042 0.8904 40.503 0.0203 0.4056 1.0705 2.4919 1.0801 14.8428

M (Asumir)

Q infiltra

Q infiltra bien

Q comerc

Q industr

Q institual

Q total

Page 11: Sani Caudales

L/S

1.5000 12.1657 22.9724 33.6789 41.5000 51.5000 61.5851 71.8664 81.5000 91.7427 102.7426 113.4394 124.0029 135.6632 147.1355 155.9264 166.4389 178.7284 181.8930 192.5995 203.3415 213.9391 224.9816 235.3445 246.2413 256.7211 267.7488 27

11.3247 2813.5422 2914.8428 30

Q total

Asumido

Page 12: Sani Caudales

ÁREASCÁMARAS

LONGITUDCOTA TERRENO

PENDIENTETERRENO MÍNIMA PROYECTO

INICIO FINAL INICIO FINAL So S min Sm m/s/n/m m/s/n/m % % %

Page 13: Sani Caudales

D DN Q lleno Q llenoV Q TOTAL Q TOTAL θ

< 5m/sL/S m3/S (Rad)

mm Pulg. m3/S L/S m/s

Page 14: Sani Caudales

a r v d COTA PROYECTO SOLERA

m2 m> 0,4 m/s < 1/2 D > 1 Pa INICIO FINAL

m/s mm Pa m/s/n/m m/s/n/m mm

TENSIÓN TRACTIVA CAÍDA EN

CÁMARAS

Page 15: Sani Caudales

ε= 2.5E-06 [m.]γ= 1.31E-06 [M2/s]g= 9.79 [m/s2]

tubocamara Diametro Cota Longitud Pendiente

inicio final [mm] [m.] Inicio Final [m.] SoTerr. Somin1 1 2 149.9 0.1499 3869.22 3869.05 49.0478 0.3466 0.44592 1 3 149.9 0.1499 3869.22 3867.1 27.1872 7.7978 0.44593 3 4 149.9 0.1499 3867.1 3863.11 64.7584 6.1614 0.44594 4 5 149.9 0.1499 3863.11 3859.78 59.673 5.5804 0.44595 5 6 149.9 0.1499 3859.78 3859.77 26.7988 0.0373 0.44596 6 7 149.9 0.1499 3859.77 3859.67 68.3178 0.1464 0.44597 8 7 149.9 0.1499 3861 3859.67 103.8074 1.2812 0.44598 8 17 149.9 0.1499 3861 3853.56 100.6552 7.3916 0.44599 7 10 149.9 0.1499 3859.67 3856.85 61.3337 4.5978 0.4459

10 6 11 149.9 0.1499 3859.77 3856.68 58.0166 5.3261 0.445911 11 10 149.9 0.1499 3856.68 3856.85 62.7737 -0.2708 0.445912 2 9 149.9 0.1499 3869.05 3861.02 118.3995 6.7821 0.445913 9 13 149.9 0.1499 3861.02 3853.06 125.7744 6.3288 0.445914 10 16 149.9 0.1499 3856.85 3854.59 28.4795 7.9355 0.445915 13 12 149.9 0.1499 3853.06 3853.05 19.1918 0.0521 0.445916 14 13 149.9 0.1499 3853.53 3853.06 21.1237 2.2250 0.445917 15 14 149.9 0.1499 3854 3853.53 49.0852 0.9575 0.445918 16 15 149.9 0.1499 3854.59 3854 60.3015 0.9784 0.445919 16 17 149.9 0.1499 3854.59 3853.56 63.0459 1.6337 0.445920 12 18 149.9 0.1499 3853.05 3846.43 133.3677 4.9637 0.445921 14 19 149.9 0.1499 3853.53 3846.5 127.8419 5.4990 0.445922 15 20 149.9 0.1499 3854 3845.64 119.9134 6.9717 0.445923 16 21 149.9 0.1499 3854.59 3847 108.2264 7.0131 0.445924 17 22 149.9 0.1499 3853.56 3849.08 94.0202 4.7649 0.445925 19 18 149.9 0.1499 3846.5 3846.43 53.2898 0.1314 0.445926 20 16 149.9 0.1499 3845.64 3854.59 44.5393 -20.0946 0.445927 21 20 149.9 0.1499 3847 3845.64 50.5566 2.6901 0.445928 21 22 149.9 0.1499 3847 3849.08 51.7447 -4.0197 0.445929 18 23 149.9 0.1499 3846.43 3839.78 126.5389 5.2553 0.445930 19 26 149.9 0.1499 3846.5 3840.72 102.3433 5.6477 0.445931 20 27 149.9 0.1499 3845.64 3840.82 98.7536 4.8808 0.445932 21 28 149.9 0.1499 3847 3841.78 97.4516 5.3565 0.445933 22 29 149.9 0.1499 3849.08 3844.08 97.8465 5.1100 0.445934 23 24 149.9 0.1499 3839.78 3839.71 31.4609 0.2225 0.445935 25 24 149.9 0.1499 3839.61 3839.71 21.2314 -0.4710 0.445936 26 25 149.9 0.1499 3840.72 3839.61 23.8481 4.6545 0.445937 27 26 149.9 0.1499 3840.82 3840.72 44.7107 0.2237 0.445938 28 27 149.9 0.1499 3841.78 3840.82 50.5398 1.8995 0.445939 29 28 149.9 0.1499 3844.08 3841.78 41.2007 5.5824 0.445940 24 DESC 149.9 0.1499 3839.71 3838.99 33.89 2.1245 0.4459

Page 16: Sani Caudales

Pendiente Caudal Caudal Velocidad Caud Diseñ q/Q angulo(q/Q) dSoAdot. Q[m^3/s] Q[l/s] V[m/s] q[l/s] θ [M]

1.1148 0.0249 24.9019 1.4110 0.4304 0.0004 1.3182 0.01577.7978 0.0726 72.5747 4.1124 0.5326 0.0005 0.9218 0.00786.1614 0.0638 63.8089 3.6157 0.9184 0.0009 1.0984 0.01105.5804 0.0604 60.4431 3.4249 1.4663 0.0015 1.2607 0.01440.5574 0.0169 16.9495 0.9604 1.5601 0.0016 1.8817 0.03080.4905 0.0158 15.7854 0.8945 2.1623 0.0022 2.0708 0.03671.2812 0.0269 26.8958 1.5240 0.6977 0.0007 1.2831 0.01497.3916 0.0705 70.4850 3.9940 5.0458 0.0050 1.6921 0.02534.5978 0.0544 54.3588 3.0802 3.5144 0.0035 1.6444 0.02395.3261 0.0589 58.9189 3.3386 0.5827 0.0006 0.9960 0.00910.7134 0.0194 19.4425 1.1017 0.9137 0.0009 1.6177 0.02326.7821 0.0672 67.2476 3.8105 1.6247 0.0016 1.2593 0.01446.3288 0.0648 64.7515 3.6691 3.0323 0.0030 1.5044 0.02027.9355 0.0733 73.2719 4.1519 4.2645 0.0043 1.5973 0.02270.4459 0.0150 14.9692 0.8482 3.0602 0.0031 2.3023 0.04443.3375 0.0456 45.5946 2.5836 0.0967 0.0001 0.7100 0.00471.5320 0.0297 29.6898 1.6823 0.3125 0.0003 1.0831 0.01071.1741 0.0256 25.6274 1.4521 0.5361 0.0005 1.2443 0.01401.7971 0.0324 32.4246 1.8373 0.3095 0.0003 1.0001 0.00924.9637 0.0567 56.6885 3.2122 4.3172 0.0043 1.7218 0.02615.4990 0.0600 59.9587 3.3975 1.4256 0.0014 1.2535 0.01426.9717 0.0683 68.2685 3.8684 1.7136 0.0017 1.2718 0.01467.0131 0.0685 68.4896 3.8809 5.4846 0.0055 1.7464 0.02684.7649 0.0554 55.4331 3.1411 2.8939 0.0029 1.5505 0.02141.1593 0.0254 25.4485 1.4420 0.3426 0.0003 1.2404 0.01400.4459 0.0150 14.9692 0.8482 7.0847 0.0071 3.0717 0.07232.6901 0.0405 40.4962 2.2947 5.4420 0.0054 2.0280 0.03531.2039 0.0260 25.9857 1.4725 0.3284 0.0003 1.2266 0.01375.2553 0.0585 58.4890 3.3142 5.7610 0.0058 1.8524 0.02995.6477 0.0608 60.8407 3.4475 9.5027 0.0095 2.1216 0.03844.8808 0.0562 56.1679 3.1827 0.7316 0.0007 1.0699 0.01055.3565 0.0591 59.1031 3.3490 0.7335 0.0007 1.0566 0.01025.1100 0.0576 57.5979 3.2637 4.0104 0.0040 1.6791 0.02490.4459 0.0150 14.9692 0.8482 5.6441 0.0056 2.8220 0.06300.6689 0.0188 18.7578 1.0629 14.5286 0.0145 4.5325 0.12304.6545 0.0547 54.7249 3.1009 14.4360 0.0144 2.4999 0.05130.4459 0.0150 14.9692 0.8482 5.9902 0.0060 2.8835 0.06531.8995 0.0334 33.4312 1.8943 5.1701 0.0052 2.1155 0.03825.5824 0.0605 60.4551 3.4256 4.0242 0.0040 1.6578 0.02432.1245 0.0356 35.5601 2.0150 19.2159 0.0192 3.2412 0.0787

Page 17: Sani Caudales

r[m.] Dh vparcial a T Dy Fr

0.0099 0.0398 0.5674 0.0010 0.0918 0.0107 1.7525 ok0.0051 0.0203 1.0653 0.0004 0.0667 0.0053 4.6897 ok0.0071 0.0284 1.1793 0.0006 0.0782 0.0075 4.3628 ok0.0092 0.0367 1.3336 0.0009 0.0884 0.0098 4.3047 ok0.0185 0.0741 0.5931 0.0026 0.1211 0.0216 1.2910 ok0.0216 0.0864 0.6140 0.0034 0.1289 0.0260 1.2171 ok0.0095 0.0379 0.5930 0.0009 0.0897 0.0102 1.8810 ok0.0155 0.0620 2.2314 0.0020 0.1122 0.0175 5.3901 ok0.0147 0.0590 1.6575 0.0018 0.1098 0.0165 4.1178 ok0.0059 0.0236 0.9527 0.0004 0.0716 0.0061 3.8835 ok0.0143 0.0573 0.5702 0.0017 0.1085 0.0160 1.4395 ok0.0091 0.0366 1.4861 0.0009 0.0883 0.0098 4.8020 ok0.0126 0.0505 1.7821 0.0014 0.1024 0.0139 4.8320 ok0.0140 0.0561 2.1706 0.0017 0.1074 0.0156 5.5489 ok0.0254 0.1014 0.6503 0.0044 0.1369 0.0320 1.1623 ok0.0031 0.0123 0.4509 0.0002 0.0521 0.0031 2.5735 ok0.0069 0.0276 0.5237 0.0006 0.0773 0.0073 1.9645 ok0.0089 0.0358 0.5418 0.0008 0.0874 0.0096 1.7718 ok0.0059 0.0238 0.5144 0.0004 0.0719 0.0062 2.0882 ok0.0160 0.0638 1.8246 0.0021 0.1137 0.0181 4.3328 ok0.0091 0.0363 1.3130 0.0009 0.0879 0.0097 4.2622 ok0.0093 0.0373 1.5282 0.0009 0.0890 0.0100 4.8904 ok0.0163 0.0654 2.2468 0.0021 0.1149 0.0186 5.2619 ok0.0133 0.0532 1.5771 0.0015 0.1049 0.0147 4.1510 ok0.0089 0.0356 0.5357 0.0008 0.0871 0.0095 1.7572 ok0.0366 0.1465 0.8352 0.0084 0.1498 0.0563 1.1251 ok0.0209 0.0836 1.5562 0.0032 0.1273 0.0250 3.1485 ok0.0087 0.0349 0.5393 0.0008 0.0863 0.0093 1.7887 ok0.0180 0.0722 2.0455 0.0025 0.1198 0.0209 4.5215 ok0.0224 0.0897 2.4609 0.0036 0.1308 0.0273 4.7640 ok0.0068 0.0270 0.9980 0.0005 0.0764 0.0071 3.7897 ok0.0066 0.0264 1.0347 0.0005 0.0756 0.0069 3.9780 ok0.0153 0.0611 1.8013 0.0019 0.1116 0.0172 4.3843 ok0.0333 0.1332 0.7831 0.0070 0.1480 0.0476 1.1473 ok0.0456 0.1824 1.2118 0.0155 0.1151 0.1346 1.0555 ok0.0285 0.1140 2.5919 0.0053 0.1423 0.0375 4.2754 ok0.0342 0.1366 0.7967 0.0074 0.1487 0.0497 1.1426 ok0.0223 0.0893 1.3407 0.0035 0.1306 0.0271 2.6029 ok0.0150 0.0598 1.8643 0.0019 0.1105 0.0168 4.5949 ok0.0386 0.1545 2.0555 0.0094 0.1497 0.0627 2.6241 ok

Page 18: Sani Caudales

Enterramiento= 1.2 [m]Caida camara= 0.01 [m]

τ Cota Final inicio sole fin sole

1.0879 ok 0.0000 3867.8701 3867.3233 0.553.8909 ok 0.0000 3867.8701 3865.7501 2.124.2874 ok 3865.7501 3865.7401 3861.7501 3.995.0185 ok 3861.7501 3861.7401 3858.4101 3.331.0124 ok 3858.4101 3858.4001 3858.2507 0.151.0390 ok 3858.2507 3858.2407 3857.9056 0.341.1901 ok 0.0000 3859.6501 3858.3201 1.33

11.2326 ok 0.0000 3859.6501 3852.2101 7.446.6514 ok 3857.9056 3857.8856 3855.0656 2.823.0806 ok 0.0000 3858.4201 3855.3301 3.091.0033 ok 3855.3301 3855.3201 3854.8722 0.456.0870 ok 3867.3233 3867.3133 3859.2833 8.037.8354 ok 3859.2833 3859.2733 3851.3133 7.96

10.9151 ok 3854.8722 3854.8522 3852.5922 2.261.1094 ok 3851.3133 3851.2933 3851.2078 0.091.0052 ok 0.0000 3852.1801 3851.4751 0.711.0384 ok 0.0000 3852.6501 3851.8981 0.751.0307 ok 0.0000 3853.2401 3852.5321 0.711.0476 ok 0.0000 3853.2401 3852.1071 1.137.7702 ok 3851.2078 3851.1978 3844.5778 6.624.8936 ok 3851.8981 3851.8881 3844.8581 7.036.3715 ok 3852.5321 3852.5221 3844.1621 8.36

11.2457 ok 3852.5922 3852.5822 3844.9922 7.596.2218 ok 3852.1071 3852.0871 3847.6071 4.481.0119 ok 3846.5000 3845.1501 3844.5323 0.621.6020 ok 3843.6222 3843.6022 3843.4036 0.205.5138 ok 3844.9922 3844.9822 3843.6222 1.361.0293 ok 0.0000 3845.6501 3845.0271 0.629.3011 ok 3844.5323 3844.5123 3837.8623 6.65

12.4237 ok 3843.4036 3843.3836 3837.6036 5.783.2323 ok 0.0000 3844.2901 3839.4701 4.823.4648 ok 0.0000 3845.6501 3840.4301 5.227.6634 ok 3845.0271 3845.0071 3840.0071 5.001.4568 ok 3837.8623 3837.8523 3837.7120 0.142.9926 ok 3835.3678 3835.3578 3835.2158 0.14

13.0143 ok 3836.4978 3836.4778 3835.3678 1.111.4941 ok 3836.7171 3836.6971 3836.4978 0.204.1597 ok 3837.6971 3837.6771 3836.7171 0.968.1900 ok 3840.0071 3839.9971 3837.6971 2.308.0500 ok 3835.2158 3835.1958 3834.4758 0.72