Aula4.3-Exemplo-EqChuva-24-8

7/26/2019 Aula4.3-Exemplo-EqChuva-24-8

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CIDADE DE TERESINA

ANO MS VALOR m dados1913 DEZ 55,5 1 240.00 0.013698631914 MAR 67,6 2 187.50 0.027397261915 MAR 63,2 3 167.10 0.041095891916 JAN 78,0 4 156.20 0.0547945211917 MAR 84,7 5 151.80 0.0684931511918 ABR 98,4 6 145.20 0.0821917811919 MAR 80,0 7 136.60 0.0958904111920 ABR 122,0 8 135.00 0.1095890411921 JAN 70,0 9 126.40 0.1232876711922 ABR 93,0 10 123.20 0.1369863011923 E! 78,0 11 122.00 0.1506849321924 JAN 95,0 12 121.50 0.1643835621925 N"! 60,2 13 114.60 0.1780821921926 E! 70,0 14 105.40 0.1917808221927 MAR 93,4 15 105.30 0.2054794521928 MAR 67,4 16 101.50 0.2191780821929 JAN 69,5 17 100.80 0.2328767121930 DEZ 67,3 18 100.00 0.2465753421931 MAR 68,5 19 98.40 0.2602739731932 MAR 62,7 20 97.20 0.2739726031933 MAR 76,7 21 96.00 0.2876712331934 MAR 58,7 22 95.00 0.3013698631935 ABR 100,0 23 93.40 0.3150684931936 E! 77,6 24 93.00 0.3287671231937 E! 52,0 25 90.00 0.3424657531938 JAN 54,9 26 84.70 0.3561643841939 N"! 78,0 27 83.80 0.3698630141940 ABR 57,8 28 82.10 0.3835616441941 MAR 52,8 29 81.20 0.3972602741942 MAR 54,1 30 80.80 0.4109589041943 JAN 53,0 31 80.00 0.4246575341944 MAR 56,1 32 80.00 0.438356164

1945 "#T 53,0 33 79.50 0.4520547951946 JAN 31,4 34 79.50 0.465753425

1947 DEZ 156,2 35 78.00 0.479452055

1948 JAN 187,5 36 78.00 0.4931506851949 A$" 121,5 37 78.00 0.5068493151950 "#T 240,0 38 77.60 0.5205479451951 MAR 90,0 39 76.70 0.5342465751952 E! 135,0 40 76.10 0.5479452051953 ABR 70,0 41 75.50 0.5616438361954 E! 63,0 42 70.00 0.575342466

1955 MAR 57,0 43 70.00 0.5890410961956 MAR 58,0 44 70.00 0.6027397261957 MAR%ABR 49,0 45 69.50 0.616438356

&'()*++-m%/1


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1958 DEZ 24,5 46 68.50 0.6301369861959 MAR 67,0 47 67.60 0.6438356161961 65 48 67.50 0.6575342471962 DEZ 75,5 49 67.40 0.6712328771963 "#T 80,0 50 67.30 0.6849315071964 ABR 79,5 51 67.00 0.698630137

1965 ABR 126,4 52 63.20 0.7123287671966 E! 97,2 53 63.00 0.7260273971967 JAN 151,8 54 63.00 0.7397260271968 E! 145,2 55 62.70 0.7534246581969 JAN 82,1 56 60.20 0.7671232881970 JAN 136,6 57 58.70 0.7808219181971 N"! 100,8 58 58.00 0.7945205481972 DEZ 96,0 59 57.80 0.8082191781973 MAI 83,8 60 57.00 0.8219178081974 MAR 79,5 61 56.10 0.8356164381975 MAI 81,2 62 55.50 0.8493150681976 MAR 47,0 63 54.90 0.8630136991977 JAN 67,5 64 54.10 0.8767123291978 N"! 105,4 65 53.00 0.8904109591979 JAN 167,1 66 53.00 0.9041095891980 E! 76,1 67 52.80 0.9178082191981 MAR 80,8 68 52.00 0.9315068491982 ABR 123,2 69 49.00 0.9452054791983 E! 101,5 70 47.00 0.958904111984 E! 105,3 71 31.40 0.972602741985 E! 114,6 72 24.50 0.98630137


3/37

T1%-73.0 24 h/ 1dia36.5 1h/24 h24.3 2h/24h18.3 2 5 10 37 73 6h/24h14.6 78 105.4 136.6 187.5 240 12h/24h12.2 30 min/1h10.4 10 min/30min9.1 20min/30min8.17.36.6 D#RA" AT#RA/mm6.1 /MIN 2 5 10 375.6 10 17.6 23.8 30.9 42.45.2 20 25.4 34.3 44.4 61.04.9 30 30.9 41.8 54.2 74.44.6 60 41.3 55.8 72.3 99.24.3 120 51.1 69.1 89.5 122.94.1 360 68.2 92.1 119.4 163.93.8 720 78.9 106.7 138.2 189.83.7 1440/24 89.7 121.2 157.1 215.63.5 1 DIA 78 105.4 136.6 187.53.33.2 D#RA" INTENSIDADE /mm%3.0 /MIN 2 5 10 372.9 10 105.8 143.0 185.4 254.42.8 20 76.1 102.9 133.3 183.02.7 30 61.9 83.6 108.4 148.82.6 60 41.3 55.8 72.3 99.22.5 120 25.6 34.5 44.8 61.52.4 360 11.4 15.4 19.9 27.32.4 720 6.6 8.9 11.5 15.82.3 1440 3.7 5.1 6.5 9.0

2.22.1

2.1

2.0 b=152.01.91.91.81.81.7

1.71.71.6

RELAO ENTREALTURAS DE CHUA


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1.61.61.51.51.51.4

1.41.41.41.31.31.31.31.21.21.21.21.21.11.11.11.11.11.11.01.01.0


5/37

COE!"C"ENTES

1#15

0#46

0#5$

0#$6

0#%%

0#$5

0#5$

0#%2

7354.378.195.2127.0

157.3209.8242.9276.0240

73325.7234.2190.4127.078.735.020.211.5


6/37


7/37

VALOR m T1%-147.7 1 0.024390244 41.0147.2 2 0.048780488 20.5

141 3 0.073170732 13.7

138 4 0.097560976 10.3 2 5 10133 5 0.12195122 8.2 107.9 125.4 138

132.6 6 0.146341463 6.8126.4 7 0.170731707 5.9125.4 8 0.195121951 5.1123.5 9 0.219512195 4.6123.3 10 0.243902439 4.1122.9 11 0.268292683 3.7 D#RA"120.8 12 0.292682927 3.4 /MIN 2

119 13 0.317073171 3.2 10 24.4118.7 14 0.341463415 2.9 20 35.1117.1 15 0.365853659 2.7 30 42.8

117 16 0.390243902 2.6 60 57.1115 17 0.414634146 2.4 120 70.7

113.9 18 0.43902439 2.3 360 94.3111.3 19 0.463414634 2.2 720 109.2108.4 20 0.487804878 2.1 1440/24 124.1107.9 21 0.512195122 2.0 1 DIA 107.9107.1 22 0.536585366 1.9104.6 23 0.56097561 1.8 D#RA"104.2 24 0.585365854 1.7 /MIN 2

104 25 0.609756098 1.6 10 146.4103.4 26 0.634146341 1.6 20 105.3102.3 27 0.658536585 1.5 30 85.6

102 28 0.682926829 1.5 60 57.1101.5 29 0.707317073 1.4 120 35.4100.5 30 0.731707317 1.4 360 15.799.7 31 0.756097561 1.3 720 9.198.9 32 0.780487805 1.3 1440 5.2

98.6 33 0.804878049 1.298.5 34 0.829268293 1.2

98.3 35 0.853658537 1.2

98 36 0.87804878 1.194.5 37 0.902439024 1.1

94 38 0.926829268 1.193.7 39 0.951219512 1.193.5 40 0.975609756 1.0

&'()*++-m%/1


8/37

COE!"C"ENTES

24 h/ 1dia 1#15

1h/24 h 0#46

2h/24h 0#5$

15 20 6h/24h 0#$6145 147.2 12h/24h 0#%%

30 min/1h 0#$5

10 min/30min 0#5$

20min/30min 0#%2

AT#RA/mm5 10 15 20

28.4 31.2 32.8 33.340.8 44.9 47.2 47.949.8 54.8 57.5 58.466.3 73.0 76.7 77.9

82.2 90.5 95.0 96.5109.6 120.6 126.7 128.7126.9 139.7 146.7 149.0144.2 158.7 166.8 169.3125.4 138 145 147.2

INTENSIDADE /mm%5 10 15 20

170.2 187.3 196.7 199.7122.4 134.7 141.5 143.799.5 109.5 115.1 116.866.3 73.0 76.7 77.941.1 45.2 47.5 48.218.3 20.1 21.1 21.410.6 11.6 12.2 12.46.0 6.6 6.9 7.1

b=15

RELAO ENTREALTURAS DE CHUA


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147.7147.2

141138133

132.6

126.4125.4123.5123.3122.9120.8

119118.7117.1

117115

113.9111.3108.4107.9107.1104.6104.2

104103.4102.3

102101.5100.599.798.998.698.598.3

9894.594

93.793.593.192.792.6

9292

91.591.591.3


10/37

91.390.5

909090

89.8

89.889.589.589.188.4

88888888

87.887.886.786.686.685.285.284.384.384.384.384.383.883.883.7

83838383

82.9

82.682.682.682.482.482.482.4

8282

81.7

81.481.481.3


11/37

81.380.980.9

8079.979.9

7979

78.978.978.978.978.878.878.578.578.478.478.478.478.378.378.3

7776.876.876.776.776.576.576.176.175.875.875.2

75.275.275.2

7575

74.874.574.173.973.8

73.873.572.8


12/37

72.872.572.572.472.472.4

72.4727272727272

71.771.371.370.970.970.870.570.470.4

70.3370.270.270.170.1

707070

69.369.369.368.668.6

68.668.668.668.468.468.468.468.368.268.2

686867


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6766.966.966.766.766.4

66.166.1

6666

65.965.965.865.865.465.4

6565

64.364.264.264.264.264.164.163.663.663.463.463.463.363.263.263.163.1

62.862.862.562.562.462.462.262.2

6262

61.461.361.3


14/37

61.361.260.560.5

6060

6060606060

59.659.659.659.458.658.658.358.358.358.258.258.258.258.157.857.857.857.757.757.657.657.557.357.3

57.357.357.257.2

5757

55.755.755.655.6

55.655.555.5


15/37

5555

54.954.954.954.9

54.654.654.554.554.254.254.254.253.453.453.253.252.852.852.752.752.452.4

525252525252

51.951.951.951.851.8

51.3515151

50.850.850.650.650.650.4

50.450.450.4


16/37

50.450.450.450.250.2

50

5049.949.749.749.449.4

494949

48.848.848.748.648.648.648.648.548.548.548.548.448.448.248.2

484848

47.847.8

47.447.447.447.447.347.3

4747

46.946.6

46.646.546.5


17/37

46.446.446.346.346.346.3

45.845.845.845.845.745.745.745.745.645.545.545.445.445.345.345.245.2

4545

43.843.843.743.443.343.343.143.143.143.1

42.842.642.642.242.241.841.841.741.641.6

41.541.541.5


18/37

41.541.341.341.2

4141

41414141

40.940.940.940.940.840.840.840.640.640.540.540.240.2

40404040404040

39.839.739.739.539.5

39.439.439.239.239.2

3939393939

3938.938.7


19/37

38.438.438.438.438.338.3

38.23838

37.737.237.236.536.536.436.436.236.236.236.235.935.935.835.835.435.435.435.435.235.235.2

3535

34.734.6

34.634.534.534.434.434.434.434.434.434.3

34.333.633.1


20/37

33.133.1

3333

32.732.5

32.432.432.432.432.432.432.432.432.332.332.232.232.232.232.232.232.232.2

32323232

31.531.531.531.431.431.331.3

313130.930.830.830.730.530.530.430.4

303030


21/37

30303030

29.929.1

29.129292929

28.628.628.228.228.228.228.228.228.2

2828

27.427.426.926.926.526.426.426.426.426.326.326.326.3

26.225.825.825.425.425.325.325.225.225.1

25.124.624.4


22/37

24.424.224.224.224.224.2

24.224.224.223.923.523.523.323.3

23232323

22.722.622.622.622.622.622.622.522.422.422.422.422.222.222.122.1

22

2221.621.621.6

21212121

20.720.7

20.620.620.4


23/37

20.420.320.320.120.1

20

20202020

19.919.419.419.419.419.419.118.618.618.618.618.518.418.418.418.418.218.218.218.218.218.218.218.2

18

181818

17.717.717.617.617.517.517.4

17.417.417.3


24/37

16.716.516.516.516.516.4

16.416.216.216.216.216.216.2

161616

15.415.4

1515

14.914.914.914.814.814.314.314.214.214.214.2

141414

13.9

13.513.213.213.213.2

1313

12.912.912.9

12.812.812.8


25/37

12.412.412.412.412.412.4

12.412.412.312.212.212.212.212.212.212.112.112.112.112.112.111.611.611.511.511.511.311.311.311.311.311.111.111.111.1

11.110.710.710.610.610.210.210.210.210.2

101010


26/37

101010

9.49.49.4

9.49.39.3

9999

8.58.58.28.28.28.28.28.28.28.28.28.28.28.2

88

7.37.3

7777

76.96.86.86.56.56.46.26.2

6

65.85.7


27/37

5.75.35.35.25.25.2

5.25.1

55555555

4.84.84.54.24.24.14.13.83.53.53.43.43.3

333333

2.52.52.42.42.32.32.22.22.22.2

2.222


28/37

2222

1.71.6

1.41111111

0.80.80.70.7

00000000000000000

0000000000

000


29/37

000000

00000000000000000000000000000

0000000000

000


30/37

000000

00000000000000000000000000000

0000000000

00


31/37


32/37

m C*a d' 1 D(a/mm -/m%1

1 12 99 0.03852 21 98 0.07693 23 89 0.11544 33 87 0.1538

5 34 87 0.19236 37 84 0.23087 57 77 0.26928 43 76 0.30779 76 76 0.3462

10 44 67 0.384611 45 57 0.423112 51 56 0.461513 54 55 0.500014 87 54 0.538515 55 51 0.576916 56 45 0.615417 31 44 0.653818 67 43 0.692319 76 37 0.730820 77 34 0.769221 84 33 0.807722 87 31 0.846223 89 23 0.884624 98 21 0.923125 99 12 0.9615

>>DETERMINAO DA EQUAO DA CHUVA PARA A TABEA ACIMA!!

P" T # 2 ANO$ B15

D DB o/DB /(

10 25 1.3979400087 0.6242545394

30 45 1.6532125138 0.3689820343

60 75 1.8750612634 0.1471332847

1440 1454 3.1625644065 1.1403698584

: 8.0887781924 :

2.0221945481 )a;;a < )a;;a

2.0221945481 1.6420295055

>>DETERMINAO DE %&% E %'%!!

T o T /( /(=2

2 0.3010299957 0.5242275033 0.2748144752

5 0.6989700043 0.1262874946 0.0159485313

10 1 0.1747425011 0.0305349417

20 1.3010299957 0.4757724967 0.2263594687

3.3010299957 0.5476574168 )a;;a < )a;;a

0.8252574989 2.0550513391

";d'md'>;'s>'?'


33/37

& # (1 #

0.3321775725 1.7809193064

T 20.00000

d 30.00000

( 7.28543


34/37

T1%- COE!"C"ENTES

26.00 24 h/ 1dia 1#1513.00 1h/24 h 0#468.67 2h/24h 0#5$6.50 6h/24h 0#$6

5.20 12h/24h 0#%%4.33 30 min/1h 0#$53.71 10 min/30min 0#5$3.25 20min/30min 0#%22.892.602.36 D#RA" AT#2.17 /MIN T2 aos2.00 10 24.41.86 30 42.81.73 60 57.11.63 1440/24 124.11.53 1 DIA 107.91.441.371.30 D#RA" INTENSI1.24 /MIN 21.18 10 146.411.13 30 85.621.08 60 57.081.04 1440 5.17

/(=2 I


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* #

60.3836423795


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1#15 1#15 1#15

0#46 0#46 0#46

0#5$ 0#5$ 0#5$

0#$6 0#$6 0#$6

0#%% 0#%% 0#%%

0#$5 0#$5 0#$5

0#5$ 0#5$ 0#5$

0#%2 0#%2 0#%2

RA DE C@#!A / 'm mmT 5 aos 10 20

28.4 31.2 32.849.8 54.8 57.566.3 73.0 76.7

144.2 158.7 166.8125.4 138 145

ADE DA C@#!A /( 'm mm%5 10 20

170.15 187.25 196.7599.50 109.50 115.0666.34 73.00 76.716.01 6.61 6.95

/


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Aula4.3-Exemplo-EqChuva-24-8