EJEMPLO #1

Datos: Ks1 D = 0.6 L = 423 km = 4.2 0.00032 D = 0.5 L = 174 km = 3.4 0.00000153 D = 0.3 L = 373 km = 5.3 0.00000154 D = 0.25 L = 121 km = 7.5 0.0000015

Caudales QL1 = 0.06 m^3/s Ht (m)= 28.5QL2 = 0.074 m^3/s g = 9.81QL3 = 0.06 m^3/s √ = 0.0000011

1 2hf1 V1 Q1 hm1 f1 Q2 V2 Re f* f2

0.538 0.920 0.260 0.181 0.200 1.019 446893 1 0.01350.961 1.238 0.350 0.328 0.290 1.477 647931 1 0.01261.138 1.350 0.382 0.390 0.322 1.638 718340 1 0.01241.202 1.388 0.392 0.412 0.332 1.692 742316 1 0.01231.222 1.399 0.396 0.419 0.336 1.709 749702 1 0.01231.227 1.403 0.397 0.421 0.337 1.714 751819 1 0.01231.230 1.404 0.397 0.422 0.337 1.716 752732 1 0.01231.230 1.404 0.397 0.422 0.337 1.716 752841 1 0.01231.230 1.404 0.397 0.422 0.337 1.717 752892 1 0.0123

Los cudales Son:Q1 = 0.397 m^3/s

397 l/sQ2 = 0.337 m^3/s

337 l/sQ3 = 0.263 m^3/s

263 l/sQ4 = 0.203 m^3/s

203 l/s

2 3 4hf2 hm2 Q3 V3 Re f* f3 hf3 hm3 Q4 V4 Re f* f4

0.248 0.180 0.126 1.783 469326 1 0.0134 2.699 0.859 0.066 1.346 295141 1 0.01460.488 0.378 0.216 3.057 804388 1 0.0126 7.452 2.524 0.156 3.179 697216 1 0.01250.590 0.465 0.248 3.503 921738 1 0.0119 9.274 3.314 0.188 3.821 838035 1 0.01210.627 0.496 0.258 3.654 961698 1 0.0118 10.018 3.608 0.198 4.040 885987 1 0.01200.638 0.506 0.262 3.701 974007 1 0.0118 10.266 3.701 0.202 4.107 900758 1 0.01200.641 0.509 0.263 3.715 977535 1 0.0118 10.307 3.727 0.203 4.127 904991 1 0.01200.643 0.510 0.263 3.720 979056 1 0.0118 10.353 3.739 0.203 4.135 906817 1 0.01200.642 0.511 0.263 3.721 979239 1 0.0118 10.355 3.740 0.203 4.136 907037 1 0.01200.642 0.511 0.263 3.721 979325 1 0.0118 10.368 3.741 0.203 4.137 907139 1 0.0120

El Caudal Que Llega Al Tanque Aguas Abajo Es:

Q = 203 l/s

4 H ∆fhf4 hm4

0.651 0.692 6.049 0.4233.117 3.864 19.113 0.1774.369 5.582 25.123 0.0644.839 6.239 27.441 0.0204.994 6.449 28.195 0.0065.025 6.510 28.368 0.0025.050 6.536 28.484 0.0005.052 6.539 28.493 0.0005.060 6.541 28.515 0.000