EMISOR.xlsx
1
CÁLCULO HIDRAULICO DEL SISTEMA DE ALCANTARILLADO EMISOR EMISOR BUZON DESNIVEL (m) PENDIENTE (%) DIAMETRO (mm) RELACION Q/Qo RELACION V/Vo RELACION h/D C.REU. 3 13.19 16.36 1217.11 1216.17 1216.18 1214.97 0.93 1.20 1.21 9.17 200 89.33 3.08 0.183 0.72 2.22 0.300 0.058 29.56 3 4 32.89 16.36 1216.17 1211.00 1214.97 1209.80 1.20 1.20 5.17 15.72 200 116.95 4.03 0.140 0.64 2.58 0.250 0.048 43.46 4 5 33.13 16.36 1211.00 1207.40 1209.80 1206.20 1.20 1.20 3.60 10.86 200 97.21 3.35 0.168 0.69 2.31 0.280 0.054 33.05 5 6 25.83 16.36 1207.40 1206.50 1206.20 1205.30 1.20 1.20 0.90 3.49 200 55.12 1.90 0.297 0.84 1.60 0.380 0.073 13.57 6 7 12.35 16.36 1206.50 1206.70 1205.30 1205.10 1.20 1.60 0.20 1.62 200 37.54 1.29 0.436 0.96 1.24 0.470 0.090 7.33 7 8 22.40 16.36 1206.70 1206.36 1205.10 1204.76 1.60 1.60 0.34 1.52 200 36.34 1.25 0.450 0.98 1.23 0.480 0.092 6.97 8 9 21.82 16.36 1206.36 1204.64 1204.76 1203.14 1.60 1.50 1.62 7.42 200 80.37 2.77 0.204 0.75 2.08 0.310 0.060 24.58 9 10 25.10 16.36 1204.64 1200.04 1203.14 1198.84 1.50 1.20 4.30 17.12 200 122.05 4.21 0.134 0.64 2.69 0.250 0.048 47.33 10 11 52.00 16.36 1200.04 1198.15 1198.84 1196.95 1.20 1.20 1.89 3.64 200 56.28 1.94 0.291 0.84 1.63 0.380 0.073 14.15 11 12 52.00 16.36 1198.15 1194.63 1196.95 1193.43 1.20 1.20 3.52 6.77 200 76.75 2.65 0.213 0.76 2.01 0.320 0.062 23.00 12 13 31.30 16.36 1194.63 1190.31 1193.43 1189.11 1.20 1.20 4.32 13.80 200 109.59 3.78 0.149 0.66 2.49 0.260 0.050 39.46 REJ 1 70.00 16.36 1228.43 1225.31 1227.73 1224.11 0.70 1.20 3.63 5.18 200 67.15 2.31 0.244 0.80 1.85 0.350 0.067 18.91 1 2 32.86 16.36 1225.31 1219.62 1224.11 1218.42 1.20 1.20 5.68 17.30 201 122.67 4.23 0.133 0.64 2.71 0.250 0.048 47.82 2 3 30.32 16.36 1219.62 1216.34 1218.42 1215.14 1.20 1.20 3.28 10.82 202 97.01 3.34 0.169 0.69 2.31 0.280 0.054 32.92 LONG. DEL TRAMO (m) CAUDAL DE DISEÑO COTA DE TERENO COTA DE COLECTOR PROFUND DEL CAUDAL A SECC. LLENA (l/s) VELOC. A SECC. LLENA (m/s) VELOCIDAD REAL (m/s) TIRANTE REAL (m) TENSION TRACTIVA (Pa) A.Arrib a A.Abajo Aguas Arriba Aguas Abajo Aguas Arriba Aguas Abajo Aguas Arriba Aguas Abajo
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Transcript of EMISOR.xlsx
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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
