calculo de red de distribucion cerrada.xlsx
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RED DE DISTRIBUCION CERRADA Datos Poblacion 38950 habitantes Dotacion 250 litros/hab/Dia Calculo caudal de Diseño Caudal Promedio 112.703 Lt/seg caudal medio diario 146.513 Lt/seg caudal Horario 202.865 Lt/seg Caudal Diseño 1 176.513 Lt/seg Entonces el mayor Caudal Diseño 2 202.865 Lt/seg Calculo del consumo por tramos Tramo Area (Ha) Q diseño coeficiente Q por tramo (L/seg) EF 12.25 202.865 0.886 10.852 FA 25.00 202.865 0.886 22.147 AB 25.00 202.865 0.886 22.147 BC 6.25 202.865 0.886 5.537 CD 21.00 202.865 0.886 18.603 DE 35.00 202.865 0.886 31.006 EI 12.25 202.865 0.886 10.852 IH 36.00 202.865 0.886 31.891 HG 36.00 202.865 0.886 31.891 GC 20.25 202.865 0.886 17.939 Total 229 202.865 Cantidad de Caudal que pasa por cada tramo I CIRCUITO Res-A 202.865 A-F 100 A-F 22.147 A-B 102.865 A-B 22.147 F-E 10.852 E-D 31.006 D-C 18.603 E-F 67.001 B-C 80.718 II CIRCUITO E-I 10.852 E-I 35.996 I-H 25.144 I-H 31.891 B-C 5.537 C-G 56.578 C-G 17.939 G-H 38.639
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Transcript of calculo de red de distribucion cerrada.xlsx
RED DE DISTRIBUCION CERRADADatos
Poblacion 38950 habitantesDotacion 250 litros/hab/Dia
Calculo caudal de DiseñoCaudal Promedio 112.703 Lt/seg
caudal medio diario 146.513 Lt/segcaudal Horario 202.865 Lt/seg
Caudal Diseño 1 176.513 Lt/segEntonces el mayor
Caudal Diseño 2 202.865 Lt/seg
Calculo del consumo por tramosTramo Area (Ha) Q diseño coeficiente Q por tramo (L/seg)EF 12.25 202.865 0.886 10.852FA 25.00 202.865 0.886 22.147AB 25.00 202.865 0.886 22.147BC 6.25 202.865 0.886 5.537CD 21.00 202.865 0.886 18.603DE 35.00 202.865 0.886 31.006EI 12.25 202.865 0.886 10.852IH 36.00 202.865 0.886 31.891HG 36.00 202.865 0.886 31.891GC 20.25 202.865 0.886 17.939
Total 229 202.865
Cantidad de Caudal que pasa por cada tramo
I CIRCUITO
Res-A 202.865A-F 100A-F 22.147A-B 102.865A-B 22.147F-E 10.852E-D 31.006D-C 18.603E-F 67.001B-C 80.718
II CIRCUITO
E-I 10.852E-I 35.996I-H 25.144I-H 31.891B-C 5.537C-G 56.578C-G 17.939G-H 38.639
II CIRCUITO
G-H 31.891
PRUEBADatos IH y GH 63.783Calc. IH y GH 63.783Diferencia 0.000
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140
ICD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140
IICG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140
I BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
circuito Tramo Longitud (m) diametro (pulg) C
I
EF 700 10 140FA 1000 12 140AB 1000 12 140BC 500 10 140CD 300 6 140DE 500 6 140
II
ED 500 6 140
II
DC 300 6 140CG 900 10 140GH 1200 10 140HI 1200 8 140IE 700 8 140
Qdiseño 202.865 Lt/seg
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-67.001 1.322 0.00600 -4.1989 0.0627
-100 1.371 0.00518 -5.1815 0.0518102.865 1.410 0.00546 5.4598 0.053180.718 1.593 0.00847 4.2344 0.052518.603 1.020 0.00673 2.0188 0.1085-31.006 1.700 0.01733 -8.6652 0.2795
-6.3326 0.608031.006 1.700 0.01733 8.6652 0.2795-18.603 1.020 0.00673 -2.0188 0.108556.578 1.117 0.00439 3.9471 0.069838.639 0.763 0.00216 2.5972 0.0672-25.144 0.775 0.00290 -3.4750 0.1382-35.996 1.110 0.00563 -3.9394 0.1094
5.776 0.773
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-61.371 1.211 0.00510 -3.5690 0.0582-94.370 1.293 0.00465 -4.6543 0.0493108.494 1.487 0.00603 6.0260 0.055586.348 1.704 0.00960 4.7975 0.055620.192 1.107 0.00783 2.3496 0.1164-29.417 1.613 0.01572 -7.8610 0.2672
-2.9111 0.602229.417 1.613 0.01572 7.8610 0.2672-20.192 1.107 0.00783 -2.3496 0.116452.537 1.037 0.00382 3.4410 0.065534.598 0.683 0.00176 2.1167 0.0612-29.185 0.900 0.00382 -4.5796 0.1569-40.037 1.235 0.00685 -4.7974 0.1198
1.692 0.787
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.758 1.160 0.00470 -3.2927 0.0560-91.757 1.258 0.00442 -4.4185 0.0482111.108 1.523 0.00630 6.2975 0.056788.961 1.756 0.01014 5.0699 0.0570
21.643 1.186 0.00891 2.6719 0.1235-27.966 1.533 0.01432 -7.1580 0.2560
-0.8299 0.597327.966 1.533 0.01432 7.1580 0.2560-21.643 1.186 0.00891 -2.6719 0.123551.374 1.014 0.00367 3.3013 0.064333.436 0.660 0.00166 1.9870 0.0594-30.347 0.936 0.00410 -4.9230 0.1622-41.199 1.270 0.00723 -5.0584 0.1228
-0.207 0.788
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.007 1.145 0.00459 -3.2152 0.0554-91.006 1.247 0.00435 -4.3517 0.0478111.859 1.533 0.00638 6.3766 0.057089.712 1.770 0.01030 5.1494 0.057422.536 1.235 0.00960 2.8796 0.1278-27.073 1.484 0.01348 -6.7405 0.2490
0.0983 0.594427.073 1.484 0.01348 6.7405 0.2490-22.536 1.235 0.00960 -2.8796 0.127851.516 1.017 0.00369 3.3183 0.064433.578 0.663 0.00167 2.0026 0.0596-30.205 0.931 0.00407 -4.8804 0.1616-41.057 1.266 0.00718 -5.0262 0.1224
-0.725 0.785
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.096 1.147 0.00461 -3.2243 0.0555-91.095 1.248 0.00436 -4.3596 0.0479111.769 1.532 0.00637 6.3672 0.057089.623 1.769 0.01028 5.1399 0.057422.946 1.258 0.00992 2.9774 0.1298-26.663 1.462 0.01311 -6.5527 0.2458
0.3478 0.593226.663 1.462 0.01311 6.5527 0.2458-22.946 1.258 0.00992 -2.9774 0.129852.016 1.027 0.00375 3.3781 0.064934.077 0.673 0.00172 2.0581 0.0604-29.706 0.916 0.00394 -4.7321 0.1593-40.558 1.251 0.00702 -4.9136 0.1212
-0.634 0.781
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.413 1.153 0.00465 -3.2570 0.0558-91.412 1.253 0.00439 -4.3878 0.0480111.452 1.527 0.00633 6.3338 0.056889.306 1.762 0.01021 5.1063 0.057223.068 1.265 0.01002 3.0067 0.1303-26.541 1.455 0.01299 -6.4973 0.2448
0.3047 0.592926.541 1.455 0.01299 6.4973 0.2448-23.068 1.265 0.01002 -3.0067 0.130352.455 1.035 0.00381 3.4310 0.065434.516 0.681 0.00176 2.1074 0.0611-29.267 0.902 0.00384 -4.6035 0.1573-40.119 1.237 0.00688 -4.8156 0.1200
-0.390 0.779
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.691 1.158 0.00469 -3.2857 0.0560-91.690 1.257 0.00441 -4.4125 0.0481111.175 1.524 0.00630 6.3046 0.056789.028 1.757 0.01015 5.0769 0.057023.061 1.264 0.01002 3.0050 0.1303-26.548 1.455 0.01300 -6.5006 0.2449
0.1877 0.593026.548 1.455 0.01300 6.5006 0.2449-23.061 1.264 0.01002 -3.0050 0.130352.725 1.041 0.00385 3.4639 0.065734.786 0.687 0.00178 2.1381 0.0615-28.996 0.894 0.00377 -4.5249 0.1561-39.848 1.229 0.00679 -4.7556 0.1193
-0.183 0.778
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.862 1.162 0.00472 -3.3035 0.0561-91.861 1.259 0.00443 -4.4278 0.0482111.004 1.521 0.00629 6.2866 0.056688.857 1.754 0.01012 5.0589 0.056923.160 1.270 0.01010 3.0291 0.1308-26.449 1.450 0.01291 -6.4555 0.2441
0.1878 0.592826.449 1.450 0.01291 6.4555 0.2441-23.160 1.270 0.01010 -3.0291 0.1308
52.996 1.046 0.00389 3.4969 0.066035.057 0.692 0.00181 2.1691 0.0619-28.726 0.886 0.00371 -4.4470 0.1548-39.578 1.220 0.00671 -4.6960 0.1187
-0.051 0.776
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-59.034 1.165 0.00474 -3.3213 0.0563-92.032 1.261 0.00444 -4.4431 0.0483110.832 1.519 0.00627 6.2687 0.056688.685 1.750 0.01008 5.0408 0.056823.024 1.262 0.00999 2.9962 0.1301-26.584 1.457 0.01303 -6.5171 0.2451
0.0242 0.593226.584 1.457 0.01303 6.5171 0.2451-23.024 1.262 0.00999 -2.9962 0.130153.031 1.047 0.00389 3.5012 0.066035.092 0.693 0.00181 2.1731 0.0619-28.691 0.885 0.00370 -4.4369 0.1546-39.542 1.219 0.00670 -4.6882 0.1186
0.070 0.776
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-59.056 1.165 0.00475 -3.3236 0.0563-92.054 1.262 0.00445 -4.4450 0.0483110.810 1.519 0.00627 6.2663 0.056688.663 1.750 0.01008 5.0385 0.056822.953 1.258 0.00993 2.9792 0.1298-26.655 1.461 0.01310 -6.5493 0.2457
-0.0339 0.593426.655 1.461 0.01310 6.5493 0.2457-22.953 1.258 0.00993 -2.9792 0.129852.982 1.046 0.00388 3.4952 0.066035.043 0.692 0.00181 2.1675 0.0619-28.739 0.886 0.00371 -4.4509 0.1549-39.591 1.221 0.00671 -4.6989 0.1187
0.083 0.777
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-59.025 1.165 0.00474 -3.3204 0.0563-92.023 1.261 0.00444 -4.4423 0.0483110.841 1.519 0.00627 6.2696 0.0566
88.694 1.750 0.01008 5.0418 0.056822.927 1.257 0.00991 2.9727 0.1297-26.682 1.463 0.01312 -6.5615 0.2459
-0.0401 0.593526.682 1.463 0.01312 6.5615 0.2459-22.927 1.257 0.00991 -2.9727 0.129752.925 1.044 0.00388 3.4882 0.065934.986 0.690 0.00180 2.1609 0.0618-28.797 0.888 0.00372 -4.4675 0.1551-39.649 1.223 0.00673 -4.7116 0.1188
0.059 0.777
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.988 1.164 0.00474 -3.3166 0.0562-91.987 1.261 0.00444 -4.4390 0.0483110.878 1.520 0.00627 6.2734 0.056688.731 1.751 0.01009 5.0456 0.056922.922 1.257 0.00991 2.9717 0.1296-26.687 1.463 0.01313 -6.5635 0.2459
-0.0284 0.593526.687 1.463 0.01313 6.5635 0.2459-22.922 1.257 0.00991 -2.9717 0.129652.884 1.044 0.00387 3.4832 0.065934.945 0.690 0.00180 2.1562 0.0617-28.838 0.889 0.00373 -4.4792 0.1553-39.690 1.224 0.00674 -4.7206 0.1189
0.031 0.777
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.962 1.164 0.00473 -3.3139 0.0562-91.961 1.260 0.00444 -4.4367 0.0482110.903 1.520 0.00628 6.2761 0.056688.757 1.752 0.01010 5.0483 0.056922.926 1.257 0.00991 2.9726 0.1297-26.682 1.463 0.01312 -6.5616 0.2459
-0.0151 0.593526.682 1.463 0.01312 6.5616 0.2459-22.926 1.257 0.00991 -2.9726 0.129752.862 1.043 0.00387 3.4805 0.065834.923 0.689 0.00179 2.1537 0.0617-28.860 0.890 0.00374 -4.4855 0.1554-39.712 1.225 0.00675 -4.7254 0.1190
0.012 0.778
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.949 1.163 0.00473 -3.3125 0.0562-91.947 1.260 0.00444 -4.4355 0.0482110.917 1.520 0.00628 6.2776 0.056688.770 1.752 0.01010 5.0498 0.056922.932 1.257 0.00991 2.9739 0.1297-26.677 1.462 0.01312 -6.5593 0.2459
-0.0059 0.593526.677 1.462 0.01312 6.5593 0.2459-22.932 1.257 0.00991 -2.9739 0.129752.853 1.043 0.00387 3.4795 0.065834.914 0.689 0.00179 2.1528 0.0617-28.868 0.890 0.00374 -4.4880 0.1555-39.720 1.225 0.00675 -4.7273 0.1190
0.002 0.778
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.943 1.163 0.00473 -3.3119 0.0562-91.942 1.260 0.00443 -4.4350 0.0482110.923 1.520 0.00628 6.2781 0.056688.776 1.752 0.01010 5.0504 0.056922.935 1.257 0.00992 2.9748 0.1297-26.673 1.462 0.01312 -6.5575 0.2458
-0.0011 0.593526.673 1.462 0.01312 6.5575 0.2458-22.935 1.257 0.00992 -2.9748 0.129752.852 1.043 0.00387 3.4793 0.065834.913 0.689 0.00179 2.1526 0.0617-28.870 0.890 0.00374 -4.4884 0.1555-39.722 1.225 0.00675 -4.7277 0.1190
-0.002 0.778
caudal (lt/seg) Velocidad (m/seg) Pediente (S) perdida Hf Hf/Qp-58.942 1.163 0.00473 -3.3118 0.0562-91.941 1.260 0.00443 -4.4349 0.0482110.924 1.520 0.00628 6.2782 0.056688.777 1.752 0.01010 5.0505 0.056922.937 1.257 0.00992 2.9753 0.1297-26.671 1.462 0.01311 -6.5566 0.2458
0.0007 0.593526.671 1.462 0.01311 6.5566 0.2458
-22.937 1.257 0.00992 -2.9753 0.129752.853 1.043 0.00387 3.4794 0.065834.914 0.689 0.00179 2.1527 0.0617-28.869 0.890 0.00374 -4.4881 0.1555-39.721 1.225 0.00675 -4.7275 0.1190
-0.002 0.778
Delta Q Q1 ITERACION5.630 -61.371
I
5.630 -94.3705.630 108.4945.630 86.3481.589 20.1921.589 -29.417
-1.589 29.417-1.589 -20.192-4.041 52.537-4.041 34.598-4.041 -29.185-4.041 -40.037
Delta Q Q1 ITERACION2.613 -58.758
II
2.613 -91.7572.613 111.1082.613 88.9611.451 21.6431.451 -27.966
-1.451 27.966-1.451 -21.643-1.162 51.374-1.162 33.436-1.162 -30.347-1.162 -41.199
Delta Q Q1 ITERACION0.751 -58.007
III
0.751 -91.0060.751 111.8590.751 89.712
0.893 22.536
III
0.893 -27.073
-0.893 27.073-0.893 -22.5360.142 51.5160.142 33.5780.142 -30.2050.142 -41.057
Delta Q Q1 ITERACION-0.089 -58.096
IV
-0.089 -91.095-0.089 111.769-0.089 89.6230.410 22.9460.410 -26.663
-0.410 26.663-0.410 -22.9460.499 52.0160.499 34.0770.499 -29.7060.499 -40.558
Delta Q Q1 ITERACION-0.317 -58.413
V
-0.317 -91.412-0.317 111.452-0.317 89.3060.122 23.0680.122 -26.541
-0.122 26.541-0.122 -23.0680.439 52.4550.439 34.5160.439 -29.2670.439 -40.119
Delta Q Q1 ITERACION-0.278 -58.691
VI
-0.278 -91.690-0.278 111.175-0.278 89.028-0.007 23.061-0.007 -26.548
0.007 26.5480.007 -23.0610.271 52.7250.271 34.7860.271 -28.9960.271 -39.848
Delta Q Q1 ITERACION-0.171 -58.862
VII
-0.171 -91.861-0.171 111.004-0.171 88.8570.100 23.1600.100 -26.449
-0.100 26.449-0.100 -23.1600.271 52.9960.271 35.0570.271 -28.7260.271 -39.578
Delta Q Q1 ITERACION-0.171 -59.034
VIII
-0.171 -92.032-0.171 110.832-0.171 88.685-0.136 23.024-0.136 -26.584
0.136 26.5840.136 -23.024
0.035 53.031
VIII
0.035 35.0920.035 -28.6910.035 -39.542
Delta Q Q1 ITERACION-0.022 -59.056
IX
-0.022 -92.054-0.022 110.810-0.022 88.663-0.071 22.953-0.071 -26.655
0.071 26.6550.071 -22.953-0.049 52.982-0.049 35.043-0.049 -28.739-0.049 -39.591
Delta Q Q1 ITERACION0.031 -59.025
X
0.031 -92.0230.031 110.8410.031 88.694-0.027 22.927-0.027 -26.682
0.027 26.6820.027 -22.927-0.058 52.925-0.058 34.986-0.058 -28.797-0.058 -39.649
Delta Q Q1 ITERACION0.037 -58.988
XI
0.037 -91.9870.037 110.878
0.037 88.731
XI
-0.004 22.922-0.004 -26.687
0.004 26.6870.004 -22.922-0.041 52.884-0.041 34.945-0.041 -28.838-0.041 -39.690
Delta Q Q1 ITERACION0.026 -58.962
XII
0.026 -91.9610.026 110.9030.026 88.7570.004 22.9260.004 -26.682
-0.004 26.682-0.004 -22.926-0.022 52.862-0.022 34.923-0.022 -28.860-0.022 -39.712
Delta Q Q1 ITERACION0.014 -58.949
XIII
0.014 -91.9470.014 110.9170.014 88.7700.005 22.9320.005 -26.677
-0.005 26.677-0.005 -22.932-0.009 52.853-0.009 34.914-0.009 -28.868-0.009 -39.720
Delta Q Q1 ITERACION0.005 -58.943
XIV
0.005 -91.9420.005 110.9230.005 88.7760.004 22.9350.004 -26.673
-0.004 26.673-0.004 -22.935-0.002 52.852-0.002 34.913-0.002 -28.870-0.002 -39.722
Delta Q Q1 ITERACION0.001 -58.942
XV
0.001 -91.9410.001 110.9240.001 88.7770.002 22.9370.002 -26.671
-0.002 26.671-0.002 -22.9370.001 52.8530.001 34.9140.001 -28.8690.001 -39.721
Delta Q Q1 ITERACION-0.001 -58.943
XVI
-0.001 -91.942-0.001 110.923-0.001 88.7760.001 22.9380.001 -26.671
-0.001 26.671
-0.001 -22.938
XVI
0.002 52.8540.002 34.9150.002 -28.8670.002 -39.719
CALCULO DE LAS PRESIONES EN CADA PUNTOPUNTO Cota carga estatica Hf Presion
A 120 30B 98 52.00 6.28 45.72C 97 46.72 5.05 41.67G 95 43.67 3.48 40.19H 96.5 38.69 2.15 36.54I 95 38.04 -4.49 42.53E 97 40.53 -4.73 45.25F 98 44.25 -3.31 47.57A 120 25.57 -4.43 30.00
Caudal Diseño 202.865 Lt/seg
CALCULO DE LA LINEA DE ADUCCIONCota espejo Agua reservorio 158 msnm
Cota Terreno Reservorio 138 msnmLongitud Linea Aduccion 250 m
CALCULOSN numero de pisos de la edificacion 2
Presion para edificaciones 15Carga estatica RES-A 38Pendiente (S) (m/km) 60
Diametro Teorico (pulgadas) 9.49706Diametro Comercial (pulgadas)
Diametro 8 pulgadas entocnes vel. (m/seg) 6.256Diametro 10 pulgadas entocnes vel. (m/seg) 4.004
OK
