Embed Size (px)
DESCRIPTION
linea de induccion
Citation preview
UNIVERSIDAD NACIONAL DEL ALTIPLANO-PUNO
FACULTAD DE INGENIERIA CIVIL Y ARQUITECTURAESCUELA PROFESIONAL DE INGENIERIA CIVIL
MEMORIA DE CALCULO
DETALLE
caudal maximo diario 6.60C DE HAZEN 150
DIAM. COMERCIAL 140
^
KM longitud (m)
0+000 3867.81 0.00 0.00660+020 3867.69 20.00 0.0066 0.006 102.520 1400+040 3867.54 20.00 0.0066 0.008 97.929 1400+060 3867.39 20.00 0.0066 0.008 97.929 1400+080 3867.19 20.00 0.0066 0.010 92.312 1400+100 3866.97 20.00 0.0066 0.011 90.523 1400+120 3866.72 20.00 0.0066 0.013 88.178 1400+140 3866.41 20.00 0.0066 0.015 84.368 1400+160 3866.07 20.00 0.0066 0.017 82.783 1400+180 3865.75 20.00 0.0066 0.016 83.820 1400+200 3865.44 20.00 0.0066 0.015 84.368 1400+220 3865.05 20.00 0.0066 0.019 80.483 1400+240 3864.53 20.00 0.0066 0.026 75.867 1400+260 3863.95 20.00 0.0066 0.029 74.185 1400+280 3863.27 20.00 0.0066 0.034 71.801 1400+300 3862.57 20.00 0.0066 0.035 71.375 1400+320 3861.72 20.00 0.0066 0.043 68.586 1400+340 3860.94 20.00 0.0066 0.039 69.807 1400+360 3860.14 20.00 0.0066 0.040 69.445 1400+380 3859.02 20.00 0.0066 0.056 64.809 140
CALCULO Y DIMENCIONAMIENTO DE LA LINEA DE CONDUCCION
calculo de la linea de conduccion del tramo: reservorio- red de distribucion
nivel dinamico
(m)caudal
(m3/seg)pendiente
(m/m)Ø calculado
(mm)Ø comercial
(mm)
0+400 3857.87 20.00 0.0066 0.058 64.458 1400+420 3856.72 20.00 0.0066 0.058 64.458 1400+440 3855.58 20.00 0.0066 0.057 64.574 1400+460 3854.41 20.00 0.0066 0.059 64.231 1400+480 3853.41 20.00 0.0066 0.050 66.335 1400+500 3852.56 20.00 0.0066 0.042 68.586 1400+520 3851.93 20.00 0.0066 0.032 72.936 1400+540 3851.44 20.00 0.0066 0.024 76.799 1400+560 3851.27 20.00 0.0066 0.009 95.444 1400+580 3851.08 20.00 0.0066 0.010 93.289 1400+600 3850.55 20.00 0.0066 0.026 75.571 1400+620 3849.65 20.00 0.0066 0.045 67.786 1400+640 3848.47 20.00 0.0066 0.059 64.119 1400+660 3847.67 20.00 0.0066 0.040 69.445 1400+680 3845.75 20.00 0.0066 0.096 58.020 1400+700 3846.15 20.00 0.0066 -0.020 80.066 1400+720 3845.17 20.00 0.0066 0.049 66.611 1400+740 3845.34 20.00 0.0066 -0.009 95.444 1400+760 3846.06 20.00 0.0066 -0.036 70.964 1400+780 3845.48 20.00 0.0066 0.029 74.185 1400+800 3844.97 20.00 0.0066 0.026 76.170 1400+820 3844.79 20.00 0.0066 0.009 94.331 1400+840 3845.08 20.00 0.0066 -0.014 85.531 1400+860 3846.53 20.00 0.0066 -0.073 61.463 1400+880 3845.08 20.00 0.0066 0.073 61.463 1400+900 3849.29 20.00 0.0066 -0.211 49.381 1400+920 3850.2 20.00 0.0066 -0.045 67.632 1400+940 3850.45 20.00 0.0066 -0.013 88.178 1400+960 3850.54 20.00 0.0066 -0.005 108.758 1400+980 3850.59 20.00 0.0066 -0.003 122.708 1401+000 3850.57 20.00 0.0066 0.001 148.109 1401+020 3850.46 20.00 0.0066 0.006 104.368 1401+040 3850.23 20.00 0.0066 0.012 89.701 1401+042.45 3850.18 20.00 0.0066 0.003 122.708 140
UNIVERSIDAD NACIONAL DEL ALTIPLANO-PUNO
FACULTAD DE INGENIERIA CIVIL Y ARQUITECTURAESCUELA PROFESIONAL DE INGENIERIA CIVIL
MEMORIA DE CALCULO
ltr/seg#N/A
Hf (m) presion (m) obs.
3867.81 3867.810.800 0.429 0.026 3867.784 0.094 3867.7840.876 0.429 0.026 3867.757 0.217 3867.7570.876 0.429 0.026 3867.731 0.341 3867.7310.986 0.429 0.026 3867.705 0.515 3867.7051.026 0.429 0.026 3867.678 0.708 3867.6781.081 0.429 0.026 3867.652 0.932 3867.6521.181 0.429 0.026 3867.626 1.216 3867.6261.226 0.429 0.026 3867.600 1.530 3867.6001.196 0.429 0.026 3867.573 1.823 3867.5731.181 0.429 0.026 3867.547 2.107 3867.5471.297 0.429 0.026 3867.521 2.471 3867.5211.460 0.429 0.026 3867.494 2.964 3867.4941.527 0.429 0.026 3867.468 3.518 3867.4681.630 0.429 0.026 3867.442 4.172 3867.4421.650 0.429 0.026 3867.415 4.845 3867.4151.786 0.429 0.026 3867.389 5.669 3867.3891.724 0.429 0.026 3867.363 6.423 3867.3631.742 0.429 0.026 3867.336 7.196 3867.3362.001 0.429 0.026 3867.310 8.290 3867.310
CALCULO Y DIMENCIONAMIENTO DE LA LINEA DE CONDUCCION
calculo de la linea de conduccion del tramo: reservorio- red de distribucion
vel.calcul (m/seg)
vel.real (m/seg)
alt. Piezo, (m)
cota piez. (msnm)
2.023 0.429 0.026 3867.284 9.414 3867.2842.023 0.429 0.026 3867.257 10.537 3867.2572.015 0.429 0.026 3867.231 11.651 3867.2312.037 0.429 0.026 3867.205 12.795 3867.2051.910 0.429 0.026 3867.179 13.769 3867.1791.786 0.429 0.026 3867.152 14.592 3867.1521.580 0.429 0.026 3867.126 15.196 3867.1261.425 0.429 0.026 3867.100 15.660 3867.1000.922 0.429 0.026 3867.073 15.803 3867.0730.966 0.429 0.026 3867.047 15.967 3867.0471.471 0.429 0.026 3867.021 16.471 3867.0211.829 0.429 0.026 3866.994 17.344 3866.9942.044 0.429 0.026 3866.968 18.498 3866.9681.742 0.429 0.026 3866.942 19.272 3866.9422.496 0.429 0.026 3866.915 21.165 3866.9151.311 0.429 0.026 3866.889 20.739 3866.8891.894 0.429 0.026 3866.863 21.693 3866.8630.922 0.429 0.026 3866.837 21.497 3866.8371.669 0.429 0.026 3866.810 20.750 3866.8101.527 0.429 0.026 3866.784 21.304 3866.7841.448 0.429 0.026 3866.758 21.788 3866.7580.944 0.429 0.026 3866.731 21.941 3866.7311.149 0.429 0.026 3866.705 21.625 3866.7052.225 0.429 0.026 3866.679 20.149 3866.6792.225 0.429 0.026 3866.652 21.572 3866.6523.446 0.429 0.026 3866.626 17.336 3866.6261.837 0.429 0.026 3866.600 16.400 3866.6001.081 0.429 0.026 3866.573 16.123 3866.5730.710 0.429 0.026 3866.547 16.007 3866.5470.558 0.429 0.026 3866.521 15.931 3866.5210.383 0.429 0.026 3866.494 15.924 3866.4940.771 0.429 0.026 3866.468 16.008 3866.4681.044 0.429 0.026 3866.442 16.212 3866.4420.558 0.429 0.026 3866.416 16.236 3866.416
PERDIDA TOTAL (m): 1.394ALTURA ESTATICA (M): 17.63
7
TIPO DE TUBERIAhierro fundido con revestimiento 1 acero sin costura
2 acero soldadoen espiral3 cobre sin costura4 concreto5 fibra de vidrio 6 hierro fundido
110 7 hierro fundido con revestimiento8 hierro galvanizado9 polietileno,asbesto cemento
acero soldadoen espiral 10 policloruro de vinilo (PVC)
hierro fundido 238
acero sin costura 120acero soldadoen espiral 100cobre sin costura 190concreto 110fibra de vidrio 65
hierro fundido 238hierro fundido con revestimiento 650 hierro galvanizado 345polietileno,asbesto cemento 123policloruro de vinilo (PVC) 150
TIPO DE TUBERIA Cacero sin costura 120 acero sin costuraacero soldadoen espiral 100 acero soldadoen espiralcobre sin costura 150 cobre sin costura
110 concretofibra de vidrio 150 fibra de vidrio hierro fundido 100 hierro fundido hierro fundido con revestimiento 140 hierro fundido con revestimientohierro galvanizado 100 hierro galvanizadopolietileno,asbesto cemento 140 polietileno,asbesto cementopolicloruro de vinilo (PVC) 150 policloruro de vinilo (PVC)
acero sin costura 120acero soldadoen espiral 100cobre sin costura 190concreto 110fibra de vidrio 65
hierro fundido 238hierro fundido con revestimiento 650 hierro galvanizado 345polietileno,asbesto cemento 123policloruro de vinilo (PVC) 150
UNIVERSIDAD NACIONAL DEL ALTIPLANO-PUNO
FACULTAD DE INGENIERIA CIVIL Y ARQUITECTURAESCUELA PROFESIONAL DE INGENIERIA CIVIL
MEMORIA DE CALCULO
DETALLE
CAUDAL MAXIMO HORARIO 12.7C DE HAZEN 150
DIAM. COMERCIAL 140
^
KM longitud (m)
0+000 3852.38 0.00 0.01270+020 3853.04 20.00 0.0127 -0.033 92.657 1400+040 3853.44 20.00 0.0127 -0.020 102.691 1400+060 3853.19 20.00 0.0127 0.013 113.095 1400+080 3852.18 20.00 0.0127 0.051 84.906 1400+100 3851.54 20.00 0.0127 0.032 93.244 1400+120 3850.99 20.00 0.0127 0.028 96.191 1400+140 3850.82 20.00 0.0127 0.008 122.415 1400+160 3850.88 20.00 0.0127 -0.003 151.600 1400+180 3850.85 20.00 0.0127 0.002 174.787 1400+200 3850.61 20.00 0.0127 0.012 114.047 1400+220 3849.16 20.00 0.0127 0.073 78.830 1400+240 3847.07 20.00 0.0127 0.104 73.130 1400+260 3846 20.00 0.0127 0.054 83.906 1400+280 3845.58 20.00 0.0127 0.021 101.667 1400+300 3844.86 20.00 0.0127 0.036 91.016 1400+320 3843.66 20.00 0.0127 0.060 81.954 1400+340 3841.65 20.00 0.0127 0.100 73.718 1400+360 3838.13 20.00 0.0127 0.176 65.707 1400+380 3834.14 20.00 0.0127 0.200 64.037 1400+400 3829.87 20.00 0.0127 0.213 63.152 140
CALCULO Y DIMENCIONAMIENTO DE LA LINEA DE ADUCCION
calculo de la linea de aduccion del tramo: reservorio- red de distribucion
nivel dinamico
(m)caudal
(m3/seg)pendiente
(m/m)Ø calculado
(mm)Ø comercial
(mm)
0+420 3824.99 20.00 0.0127 0.244 61.444 1400+440 3822.53 20.00 0.0127 0.123 70.723 1400+460 3820.06 20.00 0.0127 0.124 70.664 1400+463.65 3820 20.00 0.0127 0.003 151.600 140
UNIVERSIDAD NACIONAL DEL ALTIPLANO-PUNO
FACULTAD DE INGENIERIA CIVIL Y ARQUITECTURAESCUELA PROFESIONAL DE INGENIERIA CIVIL
MEMORIA DE CALCULO
ltr/seg
Hf (m) presion (m) obs.
3852.38 3852.381.883 0.825 0.088 3852.292 -0.748 3852.2921.533 0.825 0.088 3852.203 -1.237 3852.2031.264 0.825 0.088 3852.115 -1.075 3852.1152.243 0.825 0.088 3852.026 -0.154 3852.0261.860 0.825 0.088 3851.938 0.398 3851.9381.748 0.825 0.088 3851.850 0.860 3851.8501.079 0.825 0.088 3851.761 0.941 3851.7610.704 0.825 0.088 3851.673 0.793 3851.6730.529 0.825 0.088 3851.584 0.734 3851.5841.243 0.825 0.088 3851.496 0.886 3851.4962.602 0.825 0.088 3851.407 2.247 3851.4073.024 0.825 0.088 3851.319 4.249 3851.3192.297 0.825 0.088 3851.231 5.231 3851.2311.564 0.825 0.088 3851.142 5.562 3851.1421.952 0.825 0.088 3851.054 6.194 3851.0542.408 0.825 0.088 3850.965 7.305 3850.9652.976 0.825 0.088 3850.877 9.227 3850.8773.745 0.825 0.088 3850.789 12.659 3850.7893.943 0.825 0.088 3850.700 16.560 3850.7004.055 0.825 0.088 3850.612 20.742 3850.612
CALCULO Y DIMENCIONAMIENTO DE LA LINEA DE ADUCCION
calculo de la linea de aduccion del tramo: reservorio- red de distribucion
vel.calcul (m/seg)
vel.real (m/seg)
alt. Piezo, (m)
cota piez. (msnm)
4.283 0.825 0.088 3850.523 25.533 3850.5233.233 0.825 0.088 3850.435 27.905 3850.4353.238 0.825 0.088 3850.346 30.286 3850.3460.704 0.825 0.088 3850.258 30.258 3850.258
PERDIDA TOTAL (m): 2.122ALTURA ESTATICA (M): 32.38
