Tuberias en Serie
3
EJEMPLO #1 Datos: 1 D = 0.6 L = 423 km = 4.2 2 D = 0.5 L = 174 km = 3.4 3 D = 0.3 L = 373 km = 5.3 4 D = 0.25 L = 121 km = 7.5 Caudales QL1 = 0.06 m^3/s Ht (m)= 28.5 QL2 = 0.074 m^3/s g = 9.81 QL3 = 0.06 m^3/s √ = 0.0000011 1 hf1 V1 Q1 hm1 f1 Q2 V2 Re 0.538 0.920 0.260 0.181 0.200 1.019 446893 0.961 1.238 0.350 0.328 0.290 1.477 647931 1.138 1.350 0.382 0.390 0.322 1.638 718340 1.202 1.388 0.392 0.412 0.332 1.692 742316 1.222 1.399 0.396 0.419 0.336 1.709 749702 1.227 1.403 0.397 0.421 0.337 1.714 751819 1.230 1.404 0.397 0.422 0.337 1.716 752732 1.230 1.404 0.397 0.422 0.337 1.716 752841 1.230 1.404 0.397 0.422 0.337 1.717 752892 Los cudales Son: Q1 = 0.397 m^3/s 397 l/s Q2 = 0.337 m^3/s 337 l/s Q3 = 0.263 m^3/s 263 l/s Q4 = 0.203 m^3/s 203 l/s
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tuberias en serie
Transcript of Tuberias en Serie
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
