Calc

CLCULO HIDRAULICO DEL SISTEMA DE ALCANTARILLADO EMISOREMISORBUZONLONG. DEL TRAMO (m)CAUDAL DE DISEOCOTA DE TERENO (msnm)COTA DE COLECTOR (msnm)PROFUND DEL COLECT (msnm)DESNIVEL (m)PENDIENTE (%)DIAMETRO (mm)CAUDAL A SECC. LLENA (l/s)VELOC. A SECC. LLENA (m/s)RELACION Q/QoRELACION V/VoVELOCIDAD REAL (m/s)RELACION h/DTIRANTE REAL (m)TENSION TRACTIVA (Pa)

A.ArribaA.AbajoAguas ArribaAguas AbajoAguas ArribaAguas AbajoAguas ArribaAguas AbajoC.REU.313.1916.361217.111216.171216.181214.970.931.201.219.1720089.333.080.1830.722.220.3000.05829.563432.8916.361216.171211.001214.971209.801.201.205.1715.72200116.954.030.1400.642.580.2500.04843.464533.1316.361211.001207.401209.801206.201.201.203.6010.8620097.213.350.1680.692.310.2800.05433.055625.8316.361207.401206.501206.201205.301.201.200.903.4920055.121.900.2970.841.600.3800.07313.576712.3516.361206.501206.701205.301205.101.201.600.201.6220037.541.290.4360.961.240.4700.0907.337822.4016.361206.701206.361205.101204.761.601.600.341.5220036.341.250.4500.981.230.4800.0926.978921.8216.361206.361204.641204.761203.141.601.501.627.4220080.372.770.2040.752.080.3100.06024.5891025.1016.361204.641200.041203.141198.841.501.204.3017.12200122.054.210.1340.642.690.2500.04847.33101152.0016.361200.041198.151198.841196.951.201.201.893.6420056.281.940.2910.841.630.3800.07314.15111252.0016.361198.151194.631196.951193.431.201.203.526.7720076.752.650.2130.762.010.3200.06223.00121331.3016.361194.631190.311193.431189.111.201.204.3213.80200109.593.780.1490.662.490.2600.05039.46

REJ170.0016.361228.431225.311227.731224.110.701.203.635.1820067.152.310.2440.801.850.3500.06718.911232.8616.361225.311219.621224.111218.421.201.205.6817.30201122.674.230.1330.642.710.2500.04847.822330.3216.361219.621216.341218.421215.141.201.203.2810.8220297.013.340.1690.692.310.2800.05432.92

Abacoq/Qy/v/VESPECIFICACIONESDN(mm)LN(m)LU(m)INT(mm)0.0010.0070.05S-25S-20S-16.70.00250.010.11106.005.85104.0104103.60.0050.020.151606.005.82153.6152150.60.010.040.22006.005.80192.2190.2188.20.020.080.32506.005.78240.2237.6235.40.030.10.313156.005.77302.6299.6296.60.040.130.413556.005.70341.0337.6334.20.050.150.454006.005.70384.2380.4376.60.060.160.480.070.180.530.080.180.550.090.20.560.10.220.590.110.230.60.120.240.630.130.250.640.140.260.660.150.270.680.160.280.690.170.290.710.180.30.720.190.30.730.20.310.750.210.320.760.220.330.770.230.340.780.240.350.80.250.350.80.260.360.810.270.360.820.280.370.830.290.380.840.30.380.850.310.390.860.320.40.870.330.40.880.340.410.890.350.420.90.360.430.910.370.430.920.380.440.930.390.440.940.40.450.950.410.460.950.420.460.950.430.470.960.440.470.970.450.480.980.460.480.980.470.490.980.480.490.990.490.4910.50.510.510.511.010.520.511.020.530.521.030.540.531.030.550.531.040.560.541.040.570.541.050.580.551.050.590.561.060.60.561.060.610.571.060.620.581.070.630.581.070.640.581.070.650.591.080.660.61.080.670.61.080.680.61.090.690.611.090.70.621.10.710.621.10.720.621.10.730.631.10.740.641.110.750.641.110.760.651.110.770.661.120.780.661.120.790.671.130.80.681.130.810.681.130.820.691.140.830.691.140.840.71.140.850.711.150.860.711.150.870.721.150.880.731.150.890.731.160.90.741.160.910.751.160.920.751.160.930.761.160.940.761.160.950.771.160.960.781.170.970.791.170.980.81.170.990.81.17

Hoja1calculo del desnivel de todo del tramocamara de rejasLARGOS=ALTURAdesnivelRAFAA PTO. INGRESO LECHO17.30.071.211rafaLECHO 1 tub. Fin mas largo31.70.072.219m31.7rafaLECHO 2 entrada23.50.071.645000

ALTURA DE LECHO DE SECADO1.26LECHO COLECTOR DE LIQUIDO10.30.010.103mLECHO 1 Y BIOFILTRO 14.70.0150.0705ALTURA DE BIOFILTRO3.48RAFABIOFILTRO 2 TUB. MAS LARG.36.20.020.724

BIOFILTRO 1HUMEDAL 18.770.0150.13155BIOFILTRO 2HUMEDAL 27.50.0150.1125

HUMEDAL HASTA EL BZ1.2BZ 1CAJA REUNION310.0150.465

ALTURA N18.92905ALTURA N28.3155ALTURA 36.00055

SI PROFUNDIDAD DE SALIDA DE LODO0.8mCOTA TAPA RAFA SALIDA DE LODO1227COTA FONDO RAFA SALIDA DE LODO1226.21218.07095COTA TAPA CAMARA DE REUNION SALIDA A LA LAGUNA1219COTA FONDO CAMARA DE REUNION SALIDA A LA LAGUNA1218.07095

DIFERENCIA REAL ENTRE RAFA Y C. REUN.8.12905m

ALTURA DEL BZ0.92905

Hoja1 (2)calculo del desnivel de todo del tramocamara de rejasLARGOS=ALTURAdesnivelRAFAA PTO. INGRESO LECHO17.30.050.865rafaLECHO 1 tub. Fin mas largo31.70.051.585m30.210.051.5105rafaLECHO 2 entrada23.50.051.175000

ALTURA DE LECHO DE SECADO1.26LECHO COLECTOR DE LIQUIDO10.30.010.103mLECHO 1 Y BIOFILTRO 14.70.0150.0705ALTURA DE BIOFILTRO3RAFABIOFILTRO 2 TUB. MAS LARG.36.20.020.724

BIOFILTRO 1HUMEDAL 18.770.0150.13155BIOFILTRO 2HUMEDAL 27.50.0150.1125

HUMEDAL HASTA EL BZ1.2BZ 1CAJA REUNION22.380.0150.3357

ALTURA N17.68575 DIFERENCIA DEL TERRENO ENTRE RAFA Y CAMARA DE RUNIONALTURA N27.2362ALTURA 35.39125

SI PROFUNDIDAD DE SALIDA DE LODO0mCOTA TAPA RAFA SALIDA DE LODO1223.8COTA FONDO RAFA SALIDA DE LODO1223.81216.11425COTA TAPA CAMARA DE REUNION SALIDA A LA LAGUNA1219COTA FONDO CAMARA DE REUNION SALIDA A LA LAGUNA1216.11425

DIFERENCIA DESDE FONDO DE SALIDA DE LODO RAFA Y C. REUN.7.68575m

ALTURA DEL BZ-2.88575

Hoja1 (3)calculo del desnivel de todo del tramocamara de rejasLARGOS=ALTURAdesnivelRAFAA PTO. INGRESO LECHO17.30.020.346rafaLECHO 1 tub. Fin mas largo31.70.020.634m31.7rafaLECHO 2 entrada22.410.020.4482000

ALTURA DE LECHO DE SECADO1.26LECHO COLECTOR DE LIQUIDO10.30.010.103mLECHO 1 Y BIOFILTRO 14.70.010.047ALTURA DE BIOFILTRO3.48RAFABIOFILTRO 2 TUB. MAS LARG.36.20.010.362

BIOFILTRO 1HUMEDAL 18.770.010.0877BIOFILTRO 2HUMEDAL 27.50.010.075

HUMEDAL HASTA EL BZ1.2BZ 1CAJA REUNION310.0150.465

ALTURA N17.2767 DIFERENCIA DEL TERRENO ENTRE RAFA Y CAMARA DE RUNIONALTURA N27.0812ALTURA 35.5947

SI PROFUNDIDAD DE SALIDA DE LODO0mCOTA TAPA RAFA SALIDA DE LODO1223.8COTA FONDO RAFA SALIDA DE LODO1223.81216.5233COTA TAPA CAMARA DE REUNION SALIDA A LA LAGUNA1219COTA FONDO CAMARA DE REUNION SALIDA A LA LAGUNA1216.5233

DIFERENCIA DESDE FONDO DE SALIDA DE LODO RAFA Y C. REUN.7.2767m

ALTURA DEL BZ-2.4767