cross 2014
DESCRIPTION
método crossTRANSCRIPT
C = 140At = 105.486 há Qd = 53.26 l/sAe = 73.8402 há qu = Qd / Ae = 0.72129 l/(há-s)
Nudo Este Norte Elev. At Ae QiX(m) Y(m) (m) (m2) =At*0.7 Ae x qu
R1 462,995.95 8,777,554.04 750.051 463,314.60 8,776,303.12 729.00 18.548 12.984 9.362 463,208.93 8,776,856.21 726.00 19.754 13.828 9.973 463,216.14 8,777,354.34 720.05 16.712 11.698 8.447 463,367.91 8,777,312.94 720.05 16.130 11.291 8.146 463,421.16 8,776,876.17 725.00 14.719 10.303 7.435 463,495.14 8,776,371.81 729.00 19.623 13.736 9.91
Total 73.840 53.26
Iteración 1
TUBERIAQ1 S hf hf / Q e Q2
(lps) (m/Km) (m) (lps)1 - 2 -17.667 6.12 -3.49 0.198 0.910 -16.7572 - 6 6.613 28.94 6.18 0.935 -1.160 5.4536 - 5 1.613 2.13 1.08 0.667 0.910 2.5235 - 1 -8.307 44.14 -8.53 1.027 0.910 -7.397
-4.76 2.826
2 - 3 -34.250 5.13 -2.61 0.076 2.071 -32.1793 - 7 10.570 17.00 2.66 0.252 2.071 12.6417 - 6 2.430 1.12 0.50 0.206 2.071 4.5016 - 2 -6.613 28.94 -6.18 0.935 1.160 -5.453
-5.63 1.469
Iteración 2
TUBERIAQ1 S hf hf / Q e Q2
(lps) (m/Km) (m) (lps)1 - 2 -16.757 5.54 -3.16 0.189 0.610 -16.1472 - 6 5.453 20.26 4.33 0.794 0.115 5.5686 - 5 2.523 4.87 2.46 0.975 0.610 3.1335 - 1 -7.397 35.61 -6.88 0.930 0.610 -6.787
-3.26 2.888
2 - 3 -32.179 4.57 -2.32 0.072 0.495 -31.6853 - 7 12.641 23.67 3.71 0.293 0.495 13.1357 - 6 4.501 3.50 1.56 0.347 0.495 4.9956 - 2 -5.453 20.26 -4.33 0.794 -0.115 -5.568
-1.38 1.506
Iteración 3
TUBERIAQ1 S hf hf / Q e Q2
(lps) (m/Km) (m) (lps)1 - 2 -16.147 5.18 -2.95 0.183 0.117 -16.0302 - 6 5.568 21.05 4.50 0.808 -0.187 5.3816 - 5 3.133 7.27 3.67 1.172 0.117 3.2505 - 1 -6.787 30.37 -5.87 0.865 0.117 -6.670
-0.65 3.027
input/output/link
2 - 3 -31.685 4.44 -2.26 0.071 0.304 -31.3813 - 7 13.135 25.41 3.98 0.303 0.304 13.4397 - 6 4.995 4.25 1.90 0.380 0.304 5.2996 - 2 -5.568 21.05 -4.50 0.808 0.187 -5.381
-0.88 1.562
Iteración 4
TUBERIAQ1 S hf hf / Q e Q2
(lps) (m/Km) (m) (lps)1 - 2 -16.030 5.11 -2.92 0.182 0.080 -15.9502 - 6 5.381 19.76 4.22 0.785 0.021 5.4016 - 5 3.250 7.78 3.93 1.209 0.080 3.3305 - 1 -6.670 29.41 -5.68 0.852 0.080 -6.590
-0.45 3.027
2 - 3 -31.381 4.37 -2.22 0.071 0.059 -31.3223 - 7 13.439 26.51 4.15 0.309 0.059 13.4987 - 6 5.299 4.74 2.11 0.399 0.059 5.3586 - 2 -5.381 19.76 -4.22 0.785 -0.021 -5.401
-0.17 1.563
Iteración 5
TUBERIAQ1 S hf hf / Q e Q2
(lps) (m/Km) (m) (lps)1 - 2 -15.950 5.06 -2.89 0.181 0.015 -15.9352 - 6 5.401 19.90 4.25 0.787 -0.025 5.3776 - 5 3.330 8.13 4.11 1.234 0.015 3.3455 - 1 -6.590 28.76 -5.56 0.843 0.015 -6.575
-0.08 3.046
2 - 3 -31.322 4.35 -2.21 0.071 0.040 -31.2823 - 7 13.498 26.73 4.19 0.310 0.040 13.5387 - 6 5.358 4.84 2.16 0.403 0.040 5.3986 - 2 -5.401 19.90 -4.25 0.787 0.025 -5.377
-0.12 1.571
D (pulg) L (m) % error
-1 6 570.721 3 213.631 3 505.28
-1 3 193.22
-1 8 507.531 4 156.621 4 446.27
-1 3 213.63
D (pulg)
-1 6 570.721 3 213.631 3 505.28
-1 3 193.22
-1 8 507.531 4 156.621 4 446.27
-1 3 213.63
D (pulg)
-1 6 570.721 3 213.631 3 505.28
-1 3 193.22
-1 8 507.531 4 156.621 4 446.27
-1 3 213.63
D (pulg)
-1 6 570.72 -0.500905871 3 213.63 0.3825842851 3 505.28 2.399656049
-1 3 193.22 -1.21230709
-1 8 507.53 -0.189108391 4 156.62 0.4388166461 4 446.27 1.10545628
-1 3 213.63 0.382584285
D (pulg)
-1 6 570.72 -0.094407831 3 213.63 -0.46116361 3 505.28 0.449814186
-1 3 193.22 -0.22879537
-1 8 507.53 -0.127354431 4 156.62 0.294275241 4 446.27 0.738031652
-1 3 213.63 -0.4611636