Dre.pavimento Articulado

INFORMACIN METEREOLGICA DE LA ESTACIN REQUE

Estacin: Reque Latitud:N 3105 Longitud:Categora: CO Altitud:Parmetro: Precipitacin Mxima en 24h (mm)

AO ENERO FEBRERO ABRIL MAYO1993 0.0 0.0 0.0 0.01994 2.0 0.4 0.0 2.01995 1.0 0.0 0.0 0.01996 0.0 0.6 0.0 1.81997 0.0 4.5 4.0 0.01998 7.5 60.4 5.0 0.01999 0.0 10.2 3.7 0.02000 0.0 0.0 9.2 2.02001 0.0 0.0 6.0 0.02002 0.0 5.0 0.0 0.02003 0.0 1.9 0.6 0.02004 0.0 0.0 0.0 0.02005 0.0 0.0 0.0 0.02006 1.5 0.8 0.4 0.02007 3.2 3.9 1.0 0.42008 1.4 3.8 2.6 0.02009 4.4 1.3 0.9 0.3

Ao Pmax 24h-Anual P(t=1h)=0.3862Pmax1993 2.0 0.7721994 2.0 0.7721995 1.5 0.5791996 1.8 0.6951997 17.5 6.7591998 60.4 23.3261999 10.2 3.9392000 9.2 3.5532001 6.0 2.3172002 7.3 2.8192003 3.0 1.1592004 7.0 2.7032005 2.5 0.9662006 4.3 1.6612007 7.5 2.8972008 11.0 4.248

2009 4.4 1.699

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.000

1.000

2.000

3.000

4.000

5.000

PRECIPITACIN UNITARIA

Tr=5 aosTr = 10 aosTr= 20 aosTr= 25 aosTr= 50 aosTr= 100 aos

Dt (min)

P (mm)


06 53 10.2" Dpto.: Lambayeque 79 507.6" Prov.: Chiclayo21 msnm Dist.: Reque

JUNIO JULIO AGOSTO SEPTIEMB. OCTUBRE NOVIEMB.0.0 1.0 0.0 0.0 2.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.50.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 2.50.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 2.00.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 1.03.0 0.0 0.0 0.0 0.0 1.00.0 0.0 0.0 7.0 5.7 0.00.0 0.0 0.0 0.0 2.5 0.70.0 0.3 0.0 0.0 0.0 0.70.0 0.0 0.0 0.0 7.5 1.70.2 0.5 0.0 0.1 0.4 1.00.0 0.0 0.0 0.0 0.0 3.5

PRECIPITACION UNITARIAP=(0.21lnTr +0.52) ((054(t^0.25))-0.50)

Dt Tr (Aos)min horas 5 10 20 255 0.264 0.309 0.353 0.368

15 0.483 0.565 0.647 0.67330 0.655 0.766 0.878 0.91345 0.771 0.902 1.033 1.07560 1 0.860 1.006 1.152 1.199

120 2 1.104 1.292 1.479 1.540240 4 1.395 1.631 1.868 1.944360 6 1.589 1.859 2.128 2.215480 8 1.740 2.035 2.330 2.425600 10 1.864 2.180 2.497 2.598720 12 1.971 2.305 2.640 2.747840 14 2.065 2.416 2.766 2.879

1080 18 2.227 2.605 2.983 3.1041440 24 2.425 2.836 3.248 3.380

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.000

1.000

2.000

3.000

4.000

5.000

PRECIPITACIN UNITARIA


Dt (min)

P (mm)


DICIEMB.0.01.00.00.0

17.50.02.50.00.01.00.00.00.04.21.50.00.4

PRECIPITACION UNITARIAP=(0.21lnTr +0.52) ((054(t^0.25))-0.50)

Tr (Aos)50 100

0.413 0.4570.755 0.8371.025 1.1361.206 1.3361.345 1.4911.727 1.9142.181 2.4172.485 2.7542.720 3.0152.915 3.2313.082 3.4163.229 3.5803.482 3.8603.792 4.203

0.57930.69516

0.77240.77240.96551.1586

1.660661.69928

2.31722.7034

2.819262.8965

3.553043.93924

4.24826.7585

23.32648

INTENSIDAD UNITARIAI=P*60/t (mm/h)

Dt Tr (Aos)min horas 5 10 20

5 3.166 3.703 4.24015 1.931 2.259 2.58630 1.311 1.533 1.75545 1.028 1.202 1.37760 1 0.860 1.006 1.152

120 2 0.552 0.646 0.740240 4 0.349 0.408 0.467360 6 0.265 0.310 0.355480 8 0.217 0.254 0.291600 10 0.186 0.218 0.250720 12 0.164 0.192 0.220840 14 0.148 0.173 0.198

1080 18 0.124 0.145 0.1661440 24 0.101 0.118 0.135

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.000

INTENSIDAD UNITARIA: GRFICA I-D-T

Tr=5 aosTr= 25 aos

Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.5006.000


Tr= 20 aosTr= 100 aos

Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.5006.000



Dt (min)

I (mm/h)

INTENSIDAD UNITARIAI=P*60/t (mm/h)

Tr (Aos)25 50 100

4.413 4.950 5.4872.692 3.020 3.3471.827 2.049 2.2721.433 1.607 1.7821.199 1.345 1.4910.770 0.863 0.9570.486 0.545 0.6040.369 0.414 0.4590.303 0.340 0.3770.260 0.291 0.3230.229 0.257 0.2850.206 0.231 0.2560.172 0.193 0.2140.141 0.158 0.175

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.000


Tr=5 aosTr= 25 aos

Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.500


Tr = 10 aosTr= 50 aos

Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.5006.000



Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.5006.000



Dt (min)

I (mm/h)

0 150 300 450 600 750 900 1050 1200 1350 1500 16500.0000.5001.0001.5002.0002.5003.0003.5004.0004.5005.0005.500


Tr = 10 aosTr= 50 aos

Dt (min)

I (mm/h)

PRUEBA DE BONDAD DE AJUSTE SMIRNOV KOLMOGOROVAo m Ao Pmax24h

1 1995 1.5002 1996 1.8003 1993 2.0004 1994 2.0005 2005 2.5006 2003 3.0007 2006 4.3008 2009 4.4009 2001 6.00010 2004 7.00011 2002 7.30012 2007 7.50013 2000 9.20014 1999 10.20015 2008 11.00016 1997 17.50017 1998 60.400

Promedio 9.271Desv. Est 13.388

(xi-x)^2 Z(x) F(z) P(x) max=|F(z)-P(x)|60.382 -0.5804 #NAME? 0.0556 #NAME?55.810 -0.5580 #NAME? 0.1111 #NAME?52.861 -0.5431 #NAME? 0.1667 #NAME?52.861 -0.5431 #NAME? 0.2222 #NAME?45.841 -0.5057 #NAME? 0.2778 #NAME?39.320 -0.4684 #NAME? 0.3333 #NAME?24.707 -0.3713 #NAME? 0.3889 #NAME?23.723 -0.3638 #NAME? 0.4444 #NAME?10.697 -0.2443 #NAME? 0.5000 #NAME?5.156 -0.1696 #NAME? 0.5556 #NAME?3.883 -0.1472 #NAME? 0.6111 #NAME?3.135 -0.1322 #NAME? 0.6667 #NAME?0.005 -0.0053 #NAME? 0.7222 #NAME?0.864 0.0694 #NAME? 0.7778 #NAME?2.991 0.1292 #NAME? 0.8333 #NAME?

67.723 0.6147 #NAME? 0.8889 #NAME?2614.217 3.8190 #NAME? 0.9444 #NAME?3064.175

TAMAO MUESTRAL NIVEL DE CONFIAZA: 0.0515 0.3417 o20 0.29

o= 0.3200max= 0.2819

AJUSTE: BUENO

DISTRIBUCIN GUMBELAo m Ao Pmx 24h Yi G(i)

1 1995 1.5000 -0.1430 1.15372 1996 1.8000 -0.1152 1.12213 1993 2.0000 -0.0967 1.10154 1994 2.0000 -0.0967 1.10155 2005 2.5000 -0.0503 1.05166 2003 3.0000 -0.0040 1.00407 2006 4.3000 0.1165 0.89008 2009 4.4000 0.1258 0.88189 2001 6.0000 0.2740 0.760310 2004 7.0000 0.3667 0.693011 2002 7.3000 0.3945 0.674012 2007 7.5000 0.4131 0.661613 2000 9.2000 0.5706 0.565214 1999 10.2000 0.6633 0.515215 2008 11.0000 0.7374 0.478316 1997 17.5000 1.3398 0.261917 1998 60.4000 5.3157 0.0049

Promedio 9.271Desv. Est 13.839

10.790u 3.043

TAMAO MUESTRALF(G(i)) P(x) max=|F(z)-P(x)| 150.3155 0.0556 0.2599 170.3256 0.1111 0.2145 200.3324 0.1667 0.16570.3324 0.2222 0.11010.3494 0.2778 0.0716 o=0.3664 0.3333 0.0331 max=0.4106 0.3889 0.0217 AJUSTE:0.4140 0.4444 0.03040.4675 0.5000 0.03250.5001 0.5556 0.05550.5097 0.6111 0.10140.5160 0.6667 0.15070.5683 0.7222 0.15400.5974 0.7778 0.18040.6198 0.8333 0.21350.7696 0.8889 0.11930.9951 0.9444 0.0507

NIVEL DE CONFIAZA: 0.050.34o

0.29

0.32000.2599BUENO

DISTRIBUCIN LOG. NORMALAo m Ao Pmax24h (xi-x)^2

1 1995 1.5000 60.3822 1996 1.8000 55.8103 1993 2.0000 52.8614 1994 2.0000 52.8615 2005 2.5000 45.8416 2003 3.0000 39.3207 2006 4.3000 24.7078 2009 4.4000 23.7239 2001 6.0000 10.69710 2004 7.0000 5.15611 2002 7.3000 3.88312 2007 7.5000 3.13513 2000 9.2000 0.00514 1999 10.2000 0.86415 2008 11.0000 2.99116 1997 17.5000 67.72317 1998 60.4000 2614.217

Promedio 9.271 3064.175Desv. Est 13.839

Cv 1.493u 1.641a 1.083

Y Z F(Z) P(x) max=|F(z)-P(x)|0.4055 -1.1412 #NAME? 0.0556 #NAME?0.5878 -0.9728 #NAME? 0.1111 #NAME?0.6931 -0.8754 #NAME? 0.1667 #NAME?0.6931 -0.8754 #NAME? 0.2222 #NAME?0.9163 -0.6693 #NAME? 0.2778 #NAME?1.0986 -0.5009 #NAME? 0.3333 #NAME?1.4586 -0.1683 #NAME? 0.3889 #NAME?1.4816 -0.1471 #NAME? 0.4444 #NAME?1.7918 0.1394 #NAME? 0.5000 #NAME?1.9459 0.2818 #NAME? 0.5556 #NAME?1.9879 0.3205 #NAME? 0.6111 #NAME?2.0149 0.3455 #NAME? 0.6667 #NAME?2.2192 0.5342 #NAME? 0.7222 #NAME?2.3224 0.6295 #NAME? 0.7778 #NAME?2.3979 0.6993 #NAME? 0.8333 #NAME?2.8622 1.1282 #NAME? 0.8889 #NAME?4.1010 2.2725 #NAME? 0.9444 #NAME?

TAMAO MUESTRAL NIVEL DE CONFIAZA: 0.0515 0.3417 o20 0.29

o= 0.3200max= 0.0755

AJUSTE: BUENO

PRECIPITACIONES PARA CADA TIEMPO DE RETORNO- ESTACIN REQUE

TR-Aps F(Z) Z Y PRECIPITACIN-ESTACIN REQUENORMAL GUMBEL5 0.80000 0.84164 1.49994 20.539 19.228

10 0.90000 1.28155 2.25037 26.428 27.32520 0.95000 1.64485 2.97020 31.292 35.09225 0.96000 1.75070 3.19853 32.709 37.55550 0.98000 2.05375 3.90194 36.767 45.145

100 0.99000 2.32630 4.60015 40.416 52.679

TOMANDO DE REFERENCIA LA DISTRIBUCIN GUMBEL

PRECIPITACION REAL DE LA ESTACIN REQUE


5 7.209 8.432 12.39915 13.192 15.430 22.69130 17.906 20.944 30.79945 21.067 24.641 36.23660 1 23.512 27.501 40.441120 2 30.179 35.299 51.908240 4 38.107 44.572 65.544360 6 43.423 50.789 74.687480 8 47.535 55.599 81.760600 10 50.934 59.576 87.607720 12 53.856 62.993 92.633840 14 56.433 66.007 97.065

1080 18 60.852 71.176 104.6661440 24 66.264 77.506 113.975

PRECIPITACION REAL DE LA ESTACIN REQUE EN 1 HORA


5 2.784 3.256 4.78915 5.095 5.959 8.76330 6.915 8.089 11.89545 8.136 9.516 13.99460 1 9.080 10.621 15.618120 2 11.655 13.632 20.047

Pr=((0.21lnTr +0.52) * ((0.54(t^0.25))-0.50))*Pt=24h

Pr(t=1h)=0.3862*Pr(t=24h)

240 4 14.717 17.214 25.313360 6 16.770 19.615 28.844480 8 18.358 21.472 31.576600 10 19.671 23.008 33.834720 12 20.799 24.328 35.775840 14 21.794 25.492 37.486

1080 18 23.501 27.488 40.4221440 24 25.591 29.933 44.017

INTENSIDAD REAL UNITARIA-ESTACION REQUEIr=P*60/t (mm/h)


5 33.408 39.076 57.46315 20.379 23.837 35.05330 13.831 16.177 23.78945 10.848 12.689 18.65960 1 9.080 10.621 15.618120 2 5.828 6.816 10.023240 4 3.679 4.303 6.328360 6 2.795 3.269 4.807480 8 2.295 2.684 3.947600 10 1.967 2.301 3.383720 12 1.733 2.027 2.981840 14 1.557 1.821 2.678

1080 18 1.306 1.527 2.2461440 24 1.066 1.247 1.834

PRECIPITACIONES PARA CADA TIEMPO DE RETORNO- ESTACIN REQUEPRECIPITACIN-ESTACIN REQUE DISTRIBUCIN TR-AosLOG. NORMAL 5 10

12.833 SMIRNOV-KOLMOG. 20.539 26.42820.661 GUMBEL 19.228 27.32530.616 LOG NORMAL 12.833 20.66134.33447.66564.024

PRECIPITACION REAL DE LA ESTACIN REQUE

Tr (Aos)25 50 100

13.811 18.623 24.08825.274 34.080 44.08234.305 46.258 59.83440.361 54.423 70.39545.045 60.739 78.56657.817 77.961 100.84273.006 98.441 127.33383.190 112.174 145.09691.068 122.797 158.83697.582 131.579 170.196

103.180 139.128 179.960108.116 145.784 188.569116.583 157.200 203.337126.951 171.181 221.421

PRECIPITACION REAL DE LA ESTACIN REQUE EN 1 HORA

Tr (Aos)25 50 100

5.334 7.192 9.3039.761 13.162 17.024

13.249 17.865 23.10815.587 21.018 27.18717.397 23.458 30.34222.329 30.109 38.945

Pr=((0.21lnTr +0.52) * ((0.54(t^0.25))-0.50))*Pt=24h

Pr(t=1h)=0.3862*Pr(t=24h)

0 30 60 90 120 1500.000

5.000

10.000

15.000

20.000

25.000

30.000

35.000

40.000

PRECIPITACIONES - ESTACIN REQUE


Dt (min)

P (mm)

28.195 38.018 49.17632.128 43.322 56.03635.171 47.424 61.34337.686 50.816 65.73039.848 53.731 69.50041.754 56.302 72.82545.024 60.711 78.52949.028 66.110 85.513

INTENSIDAD REAL UNITARIA-ESTACION REQUEIr=P*60/t (mm/h)

Tr (Aos)25 50 100

64.005 86.304 111.63439.044 52.647 68.09826.498 35.729 46.21520.783 28.024 36.24917.397 23.458 30.34211.165 15.054 19.4737.049 9.505 12.2945.355 7.220 9.3394.396 5.928 7.6683.769 5.082 6.5733.321 4.478 5.7922.982 4.022 5.2022.501 3.373 4.3632.043 2.755 3.563

0 10 20 30 40 50 60 70 80 90 100 110 120 1300.000

10.00020.00030.00040.00050.00060.00070.00080.00090.000

100.000110.000120.000

CURVAS IDT- ESTACIN REQUE

Tr=5 aosTr= 10aosTr=20 aosTr=25 aosTr=50 aosTr=100 aos

Dt (min)

I (mm/h)

TR-Aos ANALISIS DE CONFIABILIDAD20 25 50 100 max

31.292 32.709 36.767 40.416 0.2819

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