Dddd

tuberia PVC Smin= 0.0055*(Qi^-0.47)= 4.55 °/oo Vmin= 0.30 m/se !u= Q"/#t= 0.00$%5% &t/se/m Vma'= 5.00 m/se n= 0.0 +, S C 1221 C # +2 e&o i"a" . s m. . 61# (m.) C #1C 2 S 9 9 + + Q/Qo V/Vo rea& 6/" 21 # . . 2 auas en e& auas auas auas auas auas auas auas °/oo Pu&. ##1 ##1 22. . arriba tramo aba:o arriba aba:o arriba aba:o arriba aba:o rea& m/s. (m) 1 2 54.50 0.000 2.690 2.690 119.800 119.200 118.600 118.000 1.200 1.200 11.01 0.07 8 44.85 1.43 0.06 0.473 0.68 0.196 0.039 $ 2 3 60.00 0.000 2.960 2.960 119.200 118.200 118.000 117.000 1.200 1.200 16.67 0.07 8 55.18 1.76 0.05 0.453 0.80 0.182 0.036 3 4 5 54.50 0.000 2.690 2.690 118.930 118.500 117.730 117.300 1.200 1.200 7.89 0.08 8 37.97 1.21 0.07 0.492 0.59 0.210 0.042 4 5 6 60.00 0.000 2.960 2.960 118.500 117.110 117.300 115.910 1.200 1.200 23.17 0.07 8 65.06 2.07 0.05 0.453 0.94 0.182 0.036 5 7 8 54.50 5.054 2.690 7.744 117.110 117.080 115.910 115.880 1.200 1.200 0.55 0.19 8 10.03 0.32 0.77 0.972 0.31 0.738 0.148 ; 8 9 60.00 18.188 2.960 21.148 117.080 116.320 115.880 115.120 1.200 1.200 12.67 0.15 8 48.11 1.53 0.44 0.816 1.25 0.523 0.105 7 1 4 50.00 0.000 2.470 2.470 119.800 118.930 118.600 117.730 1.200 1.200 17.40 0.06 8 56.38 1.79 0.04 0.427 0.77 0.165 0.033 < 2 5 50.00 2.690 2.470 5.160 119.200 118.500 118.000 117.300 1.200 1.200 14.00 0.09 8 50.58 1.61 0.10 0.540 0.87 0.248 0.050 % 3 6 50.00 2.960 2.470 5.430 118.120 117.110 116.920 115.910 1.200 1.200 20.20 0.08 8 60.75 1.93 0.09 0.520 1.01 0.232 0.046 0 4 7 52.30 2.470 2.584 5.054 118.930 117.910 117.730 116.710 1.200 1.200 19.50 0.08 8 59.69 1.90 0.08 0.505 0.96 0.220 0.044 5 8 52.30 7.854 2.584 10.438 118.500 117.080 117.300 115.880 1.200 1.200 27.15 0.10 8 70.43 2.24 0.15 0.600 1.35 0.298 0.060 $ 6 9 52.30 8.396 2.584 10.980 117.110 116.320 115.910 115.120 1.200 1.200 15.11 0.12 8 52.53 1.67 0.21 0.664 1.11 0.353 0.071 #t= ;50.40 m. C #C+# 862 +#8C 61 #C 28## 6 > # S 12 1S

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alcantarilladotuberia PVCSmin=0.0055*(Qi^-0.47)=4.55/ooVmin=0.30m/segm/segm/segm/segqu=Qd/Lt=0.002959lt/seg/mVmax=5.00m/segn=0.01TBUZONGASTOCOTA TERRENOCOTAALTURAvelocidadRLONG.lt/sm.FONDOASUMIDA PARA ELGASTOVELOC.TIRANTEADEL(m.)COLECTORSTUBOTUBOQ/QoV/VorealD/dREALMAG.AG.TRAMOaguasen elaguasaguasaguasaguasaguasaguasaguas/ooPulg.LLENOLLENOOARR.ABA.arribatramoabajoarribaabajoarribaabajoarribaabajorealm/s.(m)11254.500.0002.6902.690119.800119.200118.600118.0001.2001.20011.010.07844.851.430.060.4730.680.1960.0390.6822360.000.0002.9602.960119.200118.200118.000117.0001.2001.20016.670.07855.181.760.050.4530.800.1820.0360.8034554.500.0002.6902.690118.930118.500117.730117.3001.2001.2007.890.08837.971.210.070.4920.590.2100.0420.5945660.000.0002.9602.960118.500117.110117.300115.9101.2001.20023.170.07865.062.070.050.4530.940.1820.0360.9457854.505.0542.6907.744117.110117.080115.910115.8801.2001.2000.550.19810.030.320.770.9720.310.7380.1480.3168960.0018.1882.96021.148117.080116.320115.880115.1201.2001.20012.670.15848.111.530.440.8161.250.5230.1051.2571450.000.0002.4702.470119.800118.930118.600117.7301.2001.20017.400.06856.381.790.040.4270.770.1650.0330.7782550.002.6902.4705.160119.200118.500118.000117.3001.2001.20014.000.09850.581.610.100.5400.870.2480.0500.8793650.002.9602.4705.430118.120117.110116.920115.9101.2001.20020.200.08860.751.930.090.5201.010.2320.0461.01104752.302.4702.5845.054118.930117.910117.730116.7101.2001.20019.500.08859.691.900.080.5050.960.2200.0440.96115852.307.8542.58410.438118.500117.080117.300115.8801.2001.20027.150.10870.432.240.150.6001.350.2980.0601.35126952.308.3962.58410.980117.110116.320115.910115.1201.2001.20015.110.12852.531.670.210.6641.110.3530.0711.11Lt=650.40m.

CALCULO HIDRAULICO DE ALCANTARILLADO : LOS GERANEOS