Gráficas de Intensidad, duración y periodo de retorno, excedentes máximos, ciudad de Chetumal, Quintana Roo

1. Orden Precipitación Te= n/m Log (Te) P(Log(Te)) Log(Te)^2 P^2
1 360 52 1.71600334 617.761204 2.94466748 129600
2 308 26 1.41497335 435.811791 2.00214958 94864
3 276.8 17.33333333 1.23888209 342.922562 1.53482883 76618.24
4 220 13 1.11394335 245.067538 1.24086979 48400
5 212.1 10.4 1.01703334 215.712771 1.03435681 44986.41
6 210 8.666666667 0.93785209 196.94894 0.87956655 44100
7 204 7.428571429 0.8709053 177.664682 0.75847605 41616
8 165 6.5 0.81291336 134.130704 0.66082813 27225
9 162.9 5.777777778 0.76176083 124.09084 0.58027957 26536.41
10 160 5.2 0.71600334 114.560535 0.51266079 25600
11 152 4.727272727 0.67461066 102.54082 0.45509954 23104
12 150 4.333333333 0.6368221 95.5233146 0.40554238 22500
13 144 4 0.60205999 86.6966388 0.36247623 20736
14 138 3.714285714 0.56987531 78.6427925 0.32475787 19044
15 134.2 3.466666667 0.53991208 72.4562018 0.29150506 18009.64
16 133.1 3.25 0.51188336 68.1316753 0.26202458 17715.61
17 131.5 3.058823529 0.48555442 63.8504065 0.2357631 17292.25
18 128 2.888888889 0.46073084 58.9735473 0.21227291 16384
19 127.9 2.736842105 0.43724974 55.9242421 0.19118734 16358.41
20 127 2.6 0.41497335 52.7016152 0.17220288 16129
21 124 2.476190476 0.39378405 48.8292221 0.15506588 15376
22 120.4 2.363636364 0.37358066 44.9791118 0.13956251 14496.16
23 115 2.260869565 0.35427551 40.7416834 0.12551114 13225
24 113.7 2.166666667 0.3357921 38.179562 0.11275634 12927.69
25 110 2.08 0.31806333 34.9869668 0.10116429 12100
26 107 2 0.30103 32.2102095 0.09061906 11449
27 104.6 1.925925926 0.28463958 29.7733 0.08101969 10941.16
CALCULO DE LA GRAFICA DE I-D-T ESTACIÓN 23032, SERIE DE EXCEDENTES MAX.
EQUIPO:
Fernanda Abril Escudero Nájera
Andrea Mercader Alonso
William Domingez Canul
Alfredo Guerra Alamilla

2. 28 103.5 1.857142857 0.26884531 27.8254898 0.0722778 10712.25
29 103.4 1.793103448 0.25360535 26.2227927 0.06431567 10691.56
30 102.5 1.733333333 0.23888209 24.4854141 0.05706465 10506.25
31 102.5 1.677419355 0.22464165 23.0257691 0.05046387 10506.25
32 101.9 1.625 0.21085337 21.4859579 0.04445914 10383.61
33 100 1.575757576 0.1974894 19.7489404 0.03900206 10000
34 100 1.529411765 0.18452443 18.4524427 0.03404926 10000
35 100 1.485714286 0.1719353 17.1935299 0.02956175 10000
36 99.7 1.444444444 0.15970084 15.922174 0.02550436 9940.09
37 96.5 1.405405405 0.14780162 14.2628563 0.02184532 9312.25
38 95.5 1.368421053 0.13621975 13.0089858 0.01855582 9120.25
39 95.4 1.333333333 0.12493874 11.9191555 0.01560969 9101.16
40 95 1.3 0.11394335 10.8246185 0.01298309 9025
41 95 1.268292683 0.10321949 9.80585126 0.01065426 9025
42 94.8 1.238095238 0.09275405 8.79308425 0.00860331 8987.04
43 94 1.209302326 0.08253489 7.75827948 0.00681201 8836
44 90 1.181818182 0.07255067 6.52956004 0.0052636 8100
45 90 1.155555556 0.06279083 5.65117469 0.00394269 8100
46 88.7 1.130434783 0.05324551 4.72287691 0.00283508 7867.69
47 88 1.106382979 0.04390549 3.86368274 0.00192769 7744
48 88 1.083333333 0.03476211 3.05906535 0.0012084 7744
49 87 1.06122449 0.02580726 2.24523193 0.00066601 7569
50 87 1.04 0.01703334 1.48190052 0.00029013 7569
51 86.8 1.019607843 0.00843317 0.73199894 7.1118E-05 7534.24
52 86.5 1 0 0 0 7482.25
sumatoria= 6810.9 235.9782854 21.3255255 3908.83371 16.3951811 1063190.87
Covarianza= 21.45463439
Varianza= 0.147104801
B=m 145.8459153
A= 71.1665234

3. mm/min mm/min mm/min mm/min mm/min mm/min mm/min mm/min
5 10 20 40 60 100 120 1440
2 24.05197672 36.00274552 50.2146848 67.1156241 78.448019 94.4617508 100.690906 221.089139
5 31.74547316 47.51892973 66.2768365 88.5838727 103.541156 124.677194 132.898867 291.808836
10 37.56537854 56.23058679 78.4273852 104.823976 122.523382 147.534295 157.263249 345.306222
25 45.25887498 67.746771 94.4895369 126.292224 147.616519 177.749738 189.47121 416.025919
50 51.07878037 76.45842805 106.640086 142.532328 166.598745 200.606839 213.835592 469.523304
100 56.89868576 85.1700851 118.790634 158.772431 185.580971 223.46394 238.199974 523.02069
mm/hrs mm/hrs mm/hrs mm/hrs mm/hrs mm/hrs mm/hrs mm/hrs
0.083 0.166 0.333 0.666 1 1.666 2 24
2 289.782852 216.8840092 150.794849 100.77421 78.448019 56.6997304 50.345453 9.21204747
5 382.4755802 286.2586129 199.029539 133.008818 103.541156 74.8362511 66.4494335 12.1587015
10 452.5949222 338.7384746 235.517673 157.393357 122.523382 88.5559993 78.6316245 14.3877592
115.0705187
173.1084435
217.0124387
275.0503635
318.9543588
130.0296861
195.6125411
245.2240558
310.8069108
360.4184254
100
2≤T≤100 años y 5≤T≤120 años
Condición de frontera
Periodos de
Retorno en
años
Duración
410.0299401362.8583541
Periodos de
Retorno en
años
Duración
Periodo de Retorno (años) Lluvia maxima en 24hrs Corrección por intervalo
Te PTe=A+B (logTe) 1.13*Pte
78.01781165
Precipitación Duración- Periodo de Retorno
2
5
10
25
50

4. 25 545.2876504 408.1130783 283.752363 189.627965 147.616519 106.69252 94.735605 17.3344133
50 615.4069924 460.5929401 320.240497 214.012504 166.598745 120.412268 106.917796 19.563471
100 685.5263344 513.0728018 356.728632 238.397043 185.580971 134.132017 119.099987 21.7925287
0
100
200
300
400
500
600
700
800
0 0.5 1 1.5 2 2.5
INTENSIDADMM/HRS
DURACIÓN EN HORAS
CURVAS I-D-T ESTACIÓN 23032
Grafica Aritmetica
2 años
5 años
10 años
25 años
50 años
100 años

5. 0
100
200
300
400
500
600
700
800
0.01 0.1 1 10
INTENSIDADMM/HRS
DURACIÓN EN HORAS
CURVAS I-D-T ESTACIÓN 23032
Grafica Logaritmica
2 años
5 años
10 años
25 años
50 años
100 años