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curso metodos numericos -matlab - maestría recursos hidricos
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UNIVERSIDAD NACIONAL AGRARIA LA MOLINA
SEMESTRE : 2015 – I
DOCENTE : Ing. Jose Arapa
ALUMNO : Aguedo Tahua Robert Henry.
CURSO : Métodos numéricos en ingeniería
de recursos hídricos.
TEMA : Flujo tránsito en tuberías.
CODIGO : 20150824
La Molina - Lima
ESCUELA DE POSTGRADO MAESTRIA EN RECURSOS HIDRICOS
Trabajo Nº 06
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
2
INDICE
I. Reproducir en Hoja de Cálculo Excel, el Ejemplo 16.1 Pág. 329 del Texto Métodos Numéricos en
Recursos Hídricos del Prof. Abel Mejía................................................................................................ 2
II. Probar y ejecutar el código en MATLAB, proporcionado por el profesor en hora de clases, con el ejemplo
16.1 anteriormente referido, esto para verificar el código mismo y el ejemplo. ......................................... 7
III. Probar y ejecutar el código en MATLAB, proporcionado por el profesor en hora de clases, con datos
obtenidos de artículos de diseño, modelado y simulación de chimeneas de equilibrio, proporcionados por
el profesor de clases y/o obtenidos por otros medios como del Internet. ............................................... 10
I. Reproducir en Hoja de Cálculo Excel, el Ejemplo 16.1 Pág. 329 del Texto Métodos Numéricos en
Recursos Hídricos del Prof. Abel Mejía.
Datos
L = 12.69 D = 0.1016
DC = 0.187 F = 0.023
KE = 0.75 K0 = 1.3 Q0 = 0.013 Z0 = -0.66 N = 100
Calculo Previos
A = 0.008 AC = 0.027 A0 = 0.027
PERIODO = 13.153 C = 3584.640 E = 0.066 M = 2.770
DT = 0.132
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
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Resultados experimentales.
t Z experim. 0 -0.66
4.14 0.665 10.82 -0.42 17.4 0.34
Aplicación del algoritmo Chimenea.
N t Z teórico V DV DZ
0 0 -0.66 0.4733368 0.0011811 0.0622579
1 0.1315298 -0.5977421 0.4745179 -0.0007806 0.0624132
2 0.2630595 -0.5353289 0.4737373 -0.0025924 0.0623106
3 0.3945893 -0.4730183 0.4711448 -0.004259 0.0619696
4 0.5261191 -0.4110488 0.4668859 -0.0057868 0.0614094
5 0.6576489 -0.3496394 0.461099 -0.0071835 0.0606483
6 0.7891786 -0.2889911 0.4539155 -0.0084573 0.0597034
7 0.9207084 -0.2292877 0.4454582 -0.0096169 0.058591
8 1.0522382 -0.1706967 0.4358413 -0.0106708 0.0573261
9 1.183768 -0.1133706 0.4251705 -0.0116275 0.0559226
10 1.3152977 -0.057448 0.413543 -0.0124952 0.0543932
11 1.4468275 -0.0030548 0.4010479 -0.0132815 0.0527497
12 1.5783573 0.049695 0.3877664 -0.0139937 0.0510028
13 1.7098871 0.1006978 0.3737728 -0.0146384 0.0491622
14 1.8414168 0.14986 0.3591343 -0.015222 0.0472369
15 1.9729466 0.1970969 0.3439123 -0.01575 0.0452347
16 2.1044764 0.2423316 0.3281624 -0.0162276 0.0431631
17 2.2360062 0.2854947 0.3119348 -0.0166595 0.0410287
18 2.3675359 0.3265234 0.2952753 -0.0170498 0.0388375
19 2.4990657 0.3653609 0.2782255 -0.0174025 0.0365949
20 2.6305955 0.4019559 0.260823 -0.0177209 0.034306
21 2.7621253 0.4362619 0.243102 -0.0180081 0.0319752
22 2.893655 0.468237 0.2250939 -0.0182668 0.0296066
23 3.0251848 0.4978436 0.2068271 -0.0184995 0.0272039
24 3.1567146 0.5250475 0.1883276 -0.0187082 0.0247707
25 3.2882444 0.5498182 0.1696195 -0.0188949 0.02231
26 3.4197741 0.5721282 0.1507246 -0.0190612 0.0198248
27 3.5513039 0.591953 0.1316634 -0.0192087 0.0173177
28 3.6828337 0.6092706 0.1124547 -0.0193386 0.0147911
29 3.8143634 0.6240617 0.093116 -0.019452 0.0122475
30 3.9458932 0.6363093 0.073664 -0.0195499 0.009689
31 4.077423 0.6459983 0.0541141 -0.019633 0.0071176
32 4.2089528 0.6531159 0.0344811 -0.019702 0.0045353
33 4.3404825 0.6576512 0.0147791 -0.0197574 0.0019439
34 4.4720123 0.6595951 -0.0049783 -0.0197956 -0.0006548
35 4.6035421 0.6589403 -0.0247739 -0.0197269 -0.0032585
36 4.7350719 0.6556818 -0.0445008 -0.0195155 -0.0058532
37 4.8666016 0.6498286 -0.0640163 -0.0191637 -0.0084201
38 4.9981314 0.6414086 -0.0831801 -0.0186765 -0.0109407
39 5.1296612 0.6304679 -0.1018566 -0.0180608 -0.0133972
40 5.261191 0.6170707 -0.1199173 -0.0173256 -0.0157727
41 5.3927207 0.601298 -0.1372429 -0.0164817 -0.0180515
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
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N t Z teórico V DV DZ
42 5.5242505 0.5832465 -0.1537247 -0.0155412 -0.0202194
43 5.6557803 0.5630271 -0.1692659 -0.0145169 -0.0222635
44 5.7873101 0.5407636 -0.1837828 -0.0134226 -0.0241729
45 5.9188398 0.5165907 -0.1972054 -0.0122718 -0.0259384
46 6.0503696 0.4906523 -0.2094772 -0.0110783 -0.0275525
47 6.1818994 0.4630999 -0.2205555 -0.0098552 -0.0290096
48 6.3134292 0.4340902 -0.2304108 -0.008615 -0.0303059
49 6.4449589 0.4037844 -0.2390258 -0.0073691 -0.031439
50 6.5764887 0.3723454 -0.2463949 -0.006128 -0.0324083
51 6.7080185 0.3399371 -0.2525229 -0.0049011 -0.0332143
52 6.8395483 0.3067228 -0.257424 -0.0036964 -0.0338589
53 6.971078 0.2728639 -0.2611204 -0.0025207 -0.0343451
54 7.1026078 0.2385188 -0.2636411 -0.0013799 -0.0346767
55 7.2341376 0.2038421 -0.265021 -0.0002784 -0.0348582
56 7.3656674 0.168984 -0.2652995 0.0007801 -0.0348948
57 7.4971971 0.1340892 -0.2645194 0.0017931 -0.0347922
58 7.6287269 0.099297 -0.2627263 0.0027588 -0.0345563
59 7.7602567 0.0647407 -0.2599675 0.0036761 -0.0341935
60 7.8917864 0.0305472 -0.2562914 0.0045446 -0.0337099
61 8.0233162 -0.0031627 -0.2517468 0.0053644 -0.0331122
62 8.154846 -0.0362749 -0.2463824 0.0061361 -0.0324066
63 8.2863758 -0.0686815 -0.2402463 0.0068605 -0.0315995
64 8.4179055 -0.1002811 -0.2333858 0.0075388 -0.0306972
65 8.5494353 -0.1309783 -0.225847 0.0081723 -0.0297056
66 8.6809651 -0.1606839 -0.2176747 0.0087625 -0.0286307
67 8.8124949 -0.1893146 -0.2089121 0.0093111 -0.0274782
68 8.9440246 -0.2167927 -0.199601 0.0098196 -0.0262535
69 9.0755544 -0.2430462 -0.1897815 0.0102897 -0.0249619
70 9.2070842 -0.2680081 -0.1794918 0.010723 -0.0236085
71 9.338614 -0.2916166 -0.1687688 0.0111211 -0.0221981
72 9.4701437 -0.3138148 -0.1576478 0.0114855 -0.0207354
73 9.6016735 -0.3345501 -0.1461623 0.0118177 -0.0192247
74 9.7332033 -0.3537748 -0.1343445 0.0121191 -0.0176703
75 9.8647331 -0.3714451 -0.1222254 0.012391 -0.0160763
76 9.9962628 -0.3875214 -0.1098344 0.0126344 -0.0144465
77 10.127793 -0.4019679 -0.0972 0.0128505 -0.0127847
78 10.259322 -0.4147526 -0.0843494 0.0130403 -0.0110945
79 10.390852 -0.4258471 -0.0713092 0.0132045 -0.0093793
80 10.522382 -0.4352263 -0.0581046 0.013344 -0.0076425
81 10.653912 -0.4428688 -0.0447607 0.0134592 -0.0058874
82 10.785441 -0.4487562 -0.0313015 0.0135508 -0.0041171
83 10.916971 -0.4528733 -0.0177507 0.0136191 -0.0023347
84 11.048501 -0.455208 -0.0041316 0.0136644 -0.0005434
85 11.180031 -0.4557514 0.0095328 0.0136717 0.0012539
86 11.311561 -0.4544976 0.0232046 0.0135969 0.0030521
87 11.44309 -0.4514455 0.0368015 0.0134374 0.0048405
88 11.57462 -0.446605 0.0502389 0.0131949 0.0066079
89 11.70615 -0.4399971 0.0634338 0.0128719 0.0083434
90 11.83768 -0.4316537 0.0763057 0.0124719 0.0100365
91 11.969209 -0.4216172 0.0887776 0.0119995 0.0116769
92 12.100739 -0.4099403 0.100777 0.0114599 0.0132552
93 12.232269 -0.3966851 0.1122369 0.010859 0.0147625
94 12.363799 -0.3819226 0.1230959 0.0102035 0.0161908
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
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N t Z teórico V DV DZ
95 12.495329 -0.3657319 0.1332994 0.0095 0.0175328
96 12.626858 -0.348199 0.1427993 0.0087556 0.0187824
97 12.758388 -0.3294167 0.151555 0.0079776 0.019934
98 12.889918 -0.3094827 0.1595326 0.0071729 0.0209833
99 13.021448 -0.2884994 0.1667055 0.0063486 0.0219267
100 13.152977 -0.2665726 0.1730541 0.0055111 0.0227618
101 13.284507 -0.2438109 0.1785652 0.0046668 0.0234866
102 13.416037 -0.2203242 0.183232 0.0038215 0.0241005
103 13.547567 -0.1962238 0.1870534 0.0029804 0.0246031
104 13.679097 -0.1716207 0.1900338 0.0021485 0.0249951
105 13.810626 -0.1466256 0.1921824 0.00133 0.0252777
106 13.942156 -0.1213479 0.1935124 0.0005287 0.0254526
107 14.073686 -0.0958952 0.1940411 -0.0002523 0.0255222
108 14.205216 -0.0703731 0.1937887 -0.0010102 0.025489
109 14.336745 -0.0448841 0.1927785 -0.0017428 0.0253561
110 14.468275 -0.019528 0.1910357 -0.0024483 0.0251269
111 14.599805 0.0055989 0.1885874 -0.0031252 0.0248049
112 14.731335 0.0304038 0.1854623 -0.0037725 0.0243938
113 14.862864 0.0547976 0.1816898 -0.0043895 0.0238976
114 14.994394 0.0786952 0.1773003 -0.0049757 0.0233203
115 15.125924 0.1020155 0.1723245 -0.0055311 0.0226658
116 15.257454 0.1246813 0.1667935 -0.0060554 0.0219383
117 15.388984 0.1466196 0.1607381 -0.006549 0.0211418
118 15.520513 0.1677614 0.1541891 -0.0070121 0.0202805
119 15.652043 0.1880419 0.147177 -0.0074451 0.0193582
120 15.783573 0.2074001 0.139732 -0.0078485 0.0183789
121 15.915103 0.225779 0.1318835 -0.0082229 0.0173466
122 16.046632 0.2431256 0.1236606 -0.0085688 0.016265
123 16.178162 0.2593906 0.1150917 -0.0088869 0.015138
124 16.309692 0.2745286 0.1062048 -0.0091778 0.0139691
125 16.441222 0.2884977 0.097027 -0.009442 0.0127619
126 16.572752 0.3012596 0.0875851 -0.0096801 0.01152
127 16.704281 0.3127797 0.077905 -0.0098927 0.0102468
128 16.835811 0.3230265 0.0680123 -0.0100802 0.0089456
129 16.967341 0.3319722 0.0579322 -0.0102431 0.0076198
130 17.098871 0.339592 0.047689 -0.0103819 0.0062725
131 17.2304 0.3458645 0.0373071 -0.0104968 0.004907
132 17.36193 0.3507715 0.0268104 -0.0105881 0.0035264
133 17.49346 0.3542979 0.0162223 -0.0106561 0.0021337
134 17.62499 0.3564316 0.0055662 -0.0107008 0.0007321
135 17.75652 0.3571637 -0.0051346 -0.010718 -0.0006754
136 17.888049 0.3564883 -0.0158526 -0.010679 -0.0020851
137 18.019579 0.3544032 -0.0265317 -0.0105788 -0.0034897
138 18.151109 0.3509135 -0.0371105 -0.0104181 -0.0048811
139 18.282639 0.3460324 -0.0475286 -0.0101983 -0.0062514
140 18.414168 0.339781 -0.0577268 -0.0099214 -0.0075928
141 18.545698 0.3321882 -0.0676482 -0.0095901 -0.0088978
142 18.677228 0.3232904 -0.0772383 -0.0092075 -0.0101591
143 18.808758 0.3131313 -0.0864458 -0.0087772 -0.0113702
144 18.940287 0.3017611 -0.095223 -0.0083034 -0.0125247
145 19.071817 0.2892364 -0.1035264 -0.0077902 -0.0136168
146 19.203347 0.2756196 -0.1113166 -0.0072424 -0.0146415
147 19.334877 0.2609782 -0.118559 -0.0066645 -0.015594
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
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N t Z teórico V DV DZ
148 19.466407 0.2453841 -0.1252235 -0.0060614 -0.0164706
149 19.597936 0.2289135 -0.1312849 -0.0054377 -0.0172679
150 19.729466 0.2116456 -0.1367226 -0.0047983 -0.0179831
151 19.860996 0.1936626 -0.1415208 -0.0041475 -0.0186142
152 19.992526 0.1750484 -0.1456683 -0.0034897 -0.0191597
153 20.124055 0.1558886 -0.1491581 -0.0028291 -0.0196187
154 20.255585 0.1362699 -0.1519872 -0.0021694 -0.0199908
155 20.387115 0.1162791 -0.1541566 -0.0015142 -0.0202762
156 20.518645 0.0960029 -0.1556708 -0.0008666 -0.0204753
157 20.650175 0.0755275 -0.1565374 -0.0002295 -0.0205893
158 20.781704 0.0549382 -0.1567669 0.0003944 -0.0206195
159 20.913234 0.0343187 -0.1563725 0.001003 -0.0205676
160 21.044764 0.013751 -0.1553695 0.0015944 -0.0204357
161 21.176294 -0.0066847 -0.1537751 0.0021668 -0.020226
162 21.307823 -0.0269107 -0.1516083 0.0027188 -0.019941
163 21.439353 -0.0468517 -0.1488895 0.0032494 -0.0195834
164 21.570883 -0.0664351 -0.1456401 0.0037576 -0.019156
165 21.702413 -0.0855911 -0.1418824 0.0042428 -0.0186618
166 21.833943 -0.1042528 -0.1376396 0.0047043 -0.0181037
167 21.965472 -0.1223566 -0.1329353 0.0051418 -0.017485
168 22.097002 -0.1398415 -0.1277935 0.0055552 -0.0168086
169 22.228532 -0.1566502 -0.1222383 0.0059442 -0.016078
170 22.360062 -0.1727281 -0.1162941 0.0063089 -0.0152961
171 22.491591 -0.1880243 -0.1099852 0.0066493 -0.0144663
172 22.623121 -0.2024906 -0.1033359 0.0069656 -0.0135917
173 22.754651 -0.2160823 -0.0963703 0.0072579 -0.0126756
174 22.886181 -0.2287579 -0.0891124 0.0075264 -0.0117209
175 23.01771 -0.2404788 -0.081586 0.0077714 -0.010731
176 23.14924 -0.2512098 -0.0738147 0.007993 -0.0097088
177 23.28077 -0.2609186 -0.0658216 0.0081917 -0.0086575
178 23.4123 -0.2695761 -0.05763 0.0083674 -0.0075801
179 23.54383 -0.2771562 -0.0492625 0.0085206 -0.0064795
180 23.675359 -0.2836357 -0.040742 0.0086513 -0.0053588
181 23.806889 -0.2889945 -0.0320907 0.0087597 -0.0042209
182 23.938419 -0.2932154 -0.0233309 0.0088461 -0.0030687
183 24.069949 -0.2962841 -0.0144849 0.0089104 -0.0019052
184 24.201478 -0.2981893 -0.0055745 0.0089527 -0.0007332
185 24.333008 -0.2989225 0.0033782 0.0089712 0.0004443
186 24.464538 -0.2984782 0.0123493 0.0089461 0.0016243
187 24.596068 -0.2968538 0.0212954 0.0088723 0.002801
188 24.727598 -0.2940529 0.0301677 0.0087503 0.003968
189 24.859127 -0.2900849 0.038918 0.0085809 0.0051189
190 24.990657 -0.284966 0.0474989 0.0083656 0.0062475
191 25.122187 -0.2787185 0.0558645 0.0081062 0.0073478
192 25.253717 -0.2713707 0.0639707 0.0078049 0.0084141
193 25.385246 -0.2629566 0.0717756 0.0074642 0.0094406
194 25.516776 -0.253516 0.0792398 0.0070872 0.0104224
195 25.648306 -0.2430936 0.086327 0.0066768 0.0113546
196 25.779836 -0.231739 0.0930038 0.0062364 0.0122328
197 25.911366 -0.2195063 0.0992402 0.0057696 0.013053
198 26.042895 -0.2064532 0.1050098 0.0052798 0.0138119
199 26.174425 -0.1926413 0.1102896 0.0047707 0.0145064
200 26.305955 -0.178135 0.1150603 0.0042459 0.0151339
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
7
II. Probar y ejecutar el código en MATLAB, proporcionado por el profesor en hora de clases, con el
ejemplo 16.1 anteriormente referido, esto para verificar el código mismo y el ejemplo.
-0.8
-0.7
-0.6
-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0 5 10 15 20 25 30Z (
m)
t (segundos)
Oscilación en la Chimenea de Equilibrio
Z teórico
Z experim.
%Flujo Transitorio en Tuberías
%Oscilacion de presiones en chimenea de equilibrio
clc;clear
%DATOS DE ENTRADA
L=12.69 ; %Longitud de la tuberia de presión (m)
D=0.1016; %Diámetro de la tuberia de presión (m)
Dc=0.187; %Diámetro de la chimenea
f=0.023; %Factor de fricción de Darcy
Ke=0.75; %Coeficiente en Tuberia
Ko=1.30; %Coeficiente en Chimenea
Qo=0.013; %Caudal inicial en la chimenea
Zo=-0.66; %Nivel inicial en la chmenea
N=100; %Numero de iteraciones recomendado
g=9.81; %Aceleracion de gravedad
%DATOS EXPERIMENTALES REGISTRADOS
tte=[0 4.14 10.82 17.40]; %Tiempos de experimentales
ZZe=[-0.66 0.665 -0.42 0.34]; %Niveles experimentales
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
8
Resultado en la ventana de comandos de Matlab.
%CALCULOS PREVIOS
A=pi*D^2/4;Ac=pi*Dc^2/4;Ao=Ac;
T=2*pi*sqrt(L*Ac/g/A);
C=1/(2*g*A^2)*(1+Ke+f*L/D);
E=Ko*Ac^2/(2*g*Ao^2);
M=C*Ac^2-E;Dt=T/N;
%CONDICIONES INICIALES (t=0)
Z=Zo;V=Qo/Ac;
DV=-(2*pi/T)^2*(Z+M*V*abs(V))*Dt;
DZ=V*Dt;
i=1;t(i)=0;Z(i)=Z;V(i)=V;DV(i)=DV;DZ(i)=DZ;
%CONDICIONES GENERALES (t>0)
while abs(Z(i))>=0.0001
i=i+1;
t(i)=t(i-1)+Dt;
Z(i)=Z(i-1)+DZ(i-1);
V(i)=V(i-1)+DV(i-1);
DV(i)=-(2*pi/T)^2*(Z(i)+M*V(i)*abs(V(i)))*Dt;
DZ(i)=V(i)*Dt;
ID(i)=i-1;
end
RESUL=[ID' t' Z' V' DV' DZ']';%Tabla de Resultados
fprintf('Iter Tiempo(s) Nivel Z(m) Velocidad(m/s) DV(m/s)
DZ(m) \n')
fprintf('%3.0i %8.4f %9.4f %12.4f %12.4f %8.4f\n',RESUL)
plot(t,Z,tte,ZZe);grid;%Grafico de Resultados
title('Osciliación en la Chimenea de Equilibrio');
xlabel('Tiempo t (s)');ylabel('Nivel en Chimenea Equilibrio
Z(m)')
Iter Tiempo(s) Nivel Z(m) Velocidad(m/s) DV(m/s) DZ(m)
0.0000 -0.6600 0.4733 0.0021 0.0623
1 0.1315 -0.5977 0.4754 0.0000 0.0625
2 0.2631 -0.5352 0.4755 -0.0018 0.0625
3 0.3946 -0.4727 0.4736 -0.0036 0.0623
4 0.5261 -0.4104 0.4701 -0.0052 0.0618
5 0.6576 -0.3486 0.4649 -0.0066 0.0611
6 0.7892 -0.2874 0.4582 -0.0080 0.0603
7 0.9207 -0.2271 0.4502 -0.0092 0.0592
8 1.0522 -0.1679 0.4410 -0.0104 0.0580
9 1.1838 -0.1099 0.4306 -0.0114 0.0566
10 1.3153 -0.0533 0.4193 -0.0123 0.0551
11 1.4468 0.0019 0.4069 -0.0132 0.0535
12 1.5784 0.0554 0.3938 -0.0139 0.0518
13 1.7099 0.1072 0.3798 -0.0146 0.0500
14 1.8414 0.1572 0.3652 -0.0153 0.0480
15 1.9729 0.2052 0.3499 -0.0159 0.0460
16 2.1045 0.2512 0.3341 -0.0164 0.0439
17 2.2360 0.2952 0.3177 -0.0168 0.0418
18 2.3675 0.3369 0.3008 -0.0173 0.0396
19 2.4991 0.3765 0.2836 -0.0177 0.0373
20 2.6306 0.4138 0.2659 -0.0180 0.0350
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
9
Iter Tiempo(s) Nivel Z(m) Velocidad(m/s) DV(m/s) DZ(m)
0.0000 -0.6600 0.4733 0.0021 0.0623
1 0.1315 -0.5977 0.4754 0.0000 0.0625
2 0.2631 -0.5352 0.4755 -0.0018 0.0625
3 0.3946 -0.4727 0.4736 -0.0036 0.0623
4 0.5261 -0.4104 0.4701 -0.0052 0.0618
5 0.6576 -0.3486 0.4649 -0.0066 0.0611
6 0.7892 -0.2874 0.4582 -0.0080 0.0603
7 0.9207 -0.2271 0.4502 -0.0092 0.0592
8 1.0522 -0.1679 0.4410 -0.0104 0.0580
9 1.1838 -0.1099 0.4306 -0.0114 0.0566
10 1.3153 -0.0533 0.4193 -0.0123 0.0551
11 1.4468 0.0019 0.4069 -0.0132 0.0535
12 1.5784 0.0554 0.3938 -0.0139 0.0518
13 1.7099 0.1072 0.3798 -0.0146 0.0500
14 1.8414 0.1572 0.3652 -0.0153 0.0480
15 1.9729 0.2052 0.3499 -0.0159 0.0460
16 2.1045 0.2512 0.3341 -0.0164 0.0439
17 2.2360 0.2952 0.3177 -0.0168 0.0418
18 2.3675 0.3369 0.3008 -0.0173 0.0396
19 2.4991 0.3765 0.2836 -0.0177 0.0373
20 2.6306 0.4138 0.2659 -0.0180 0.0350
21 2.7621 0.4488 0.2479 -0.0183 0.0326
22 2.8937 0.4814 0.2295 -0.0186 0.0302
23 3.0252 0.5116 0.2109 -0.0189 0.0277
24 3.1567 0.5393 0.1921 -0.0191 0.0253
25 3.2882 0.5646 0.1729 -0.0193 0.0227
26 3.4198 0.5873 0.1536 -0.0195 0.0202
27 3.5513 0.6075 0.1341 -0.0197 0.0176
28 3.6828 0.6252 0.1145 -0.0198 0.0151
29 3.8144 0.6402 0.0947 -0.0199 0.0125
30 3.9459 0.6527 0.0747 -0.0200 0.0098
31 4.0774 0.6625 0.0547 -0.0201 0.0072
32 4.2090 0.6697 0.0346 -0.0202 0.0045
33 4.3405 0.6743 0.0144 -0.0203 0.0019
34 4.4720 0.6762 -0.0059 -0.0203 -0.0008
35 4.6035 0.6754 -0.0262 -0.0202 -0.0034
36 4.7351 0.6719 -0.0464 -0.0200 -0.0061
37 4.8666 0.6658 -0.0664 -0.0196 -0.0087
38 4.9981 0.6571 -0.0860 -0.0191 -0.0113
39 5.1297 0.6458 -0.1051 -0.0185 -0.0138
40 5.2612 0.6320 -0.1237 -0.0178 -0.0163
. . . . . .
. . . . . .
. . . . . .
991 130.3460 -0.1307 0.0266 0.0039 0.0035
992 130.4775 -0.1272 0.0304 0.0037 0.0040
993 130.6091 -0.1232 0.0342 0.0036 0.0045
994 130.7406 -0.1187 0.0378 0.0034 0.0050
995 130.8721 -0.1137 0.0412 0.0033 0.0054
996 131.0037 -0.1083 0.0445 0.0031 0.0059
997 131.1352 -0.1024 0.0476 0.0029 0.0063
998 131.2667 -0.0962 0.0505 0.0027 0.0066
999 131.3982 -0.0895 0.0532 0.0025 0.0070
1000 131.5298 -0.0825 0.0556 0.0022 0.0073
1001 131.6613 -0.0752 0.0579 0.0020 0.0076
1002 131.7928 -0.0676 0.0599 0.0017 0.0079
1003 131.9244 -0.0597 0.0616 0.0015 0.0081
1004 132.0559 -0.0516 0.0631 0.0012 0.0083
1005 132.1874 -0.0433 0.0643 0.0010 0.0085
1006 132.3190 -0.0349 0.0653 0.0007 0.0086
1007 132.4505 -0.0263 0.0660 0.0004 0.0087
1008 132.5820 -0.0176 0.0665 0.0002 0.0087
1009 132.7135 -0.0089 0.0666 -0.0001 0.0088
1010 132.8451 -0.0001 0.0666 -0.0003 0.0088
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
10
Resultado en la en ventana de gráficos de Matlab:
III. Probar y ejecutar el código en MATLAB, proporcionado por el profesor en hora de clases, con
datos obtenidos de artículos de diseño, modelado y simulación de chimeneas de equilibrio,
proporcionados por el profesor de clases y/o obtenidos por otros medios como del Internet.
%Flujo Transitorio en Tuberías
%Oscilacion de presiones en chimenea de equilibrio
clc;clear
%DATOS DE ENTRADA
L=1820 ; %Longitud de la tuberia de presión (m)
D=3.1; %Diámetro de la tuberia de presión (m)
Dc=10; %Diámetro de la chimenea
f=0.05; %Factor de fricción de Darcy
Ke=0.75; %Coeficiente en Tuberia
Ko=1.30; %Coeficiente en Chimenea
Qo=16; %Caudal inicial en la chimenea
Zo=-3; %Nivel inicial en la chimenea
N=100; %Numero de iteraciones recomendado
g=9.81; %Aceleracion de gravedad
Maestría en recursos Hídricos - Universidad Nacional Agraria la Molina
11
Resultado en la ventana de grafico de matlab.
%DATOS EXPERIMENTALES REGISTRADOS
tte=[0 80 220 350 490]; %Tiempos de experimentales
ZZe=[-3 5.5 -4 2.7 -2.2]; %Niveles experimentales
%CALCULOS PREVIOS
A=pi*D^2/4;Ac=pi*Dc^2/4;Ao=Ac;
T=2*pi*sqrt(L*Ac/g/A);
C=1/(2*g*A^2)*(1+Ke+f*L/D);
E=Ko*Ac^2/(2*g*Ao^2);
M=C*Ac^2-E;Dt=T/N;
%CONDICIONES INICIALES (t=0)
Z=Zo;V=Qo/Ac;
DV=-(2*pi/T)^2*(Z+M*V*abs(V))*Dt;
DZ=V*Dt;
i=1;t(i)=0;Z(i)=Z;V(i)=V;DV(i)=DV;DZ(i)=DZ;
%CONDICIONES GENERALES (t>0)
while abs(Z(i))>=0.0001
i=i+1;
t(i)=t(i-1)+Dt;
Z(i)=Z(i-1)+DZ(i-1);
V(i)=V(i-1)+DV(i-1);
DV(i)=-(2*pi/T)^2*(Z(i)+M*V(i)*abs(V(i)))*Dt;
DZ(i)=V(i)*Dt;
ID(i)=i-1;
end
RESUL=[ID' t' Z' V' DV' DZ']';%Tabla de Resultados
fprintf('Iter Tiempo(s) Nivel Z(m) Velocidad(m/s) DV(m/s)
DZ(m) \n')
fprintf('%3.0i %8.4f %9.4f %12.4f %12.4f %8.4f\n',RESUL)
plot(t,Z,tte,ZZe);grid;%Grafico de Resultados
title('Osciliación en la Chimenea de Equilibrio');
xlabel('Tiempo t (s)');ylabel('Nivel en Chimenea Equilibrio
Z(m)')