86
Tabela 2 – Hidrograma de Vazões Afluentes para um dado TR
tempoq (m
3
/s)
(horas)TR=50TR=100TR=500TR=1.000TR=10.000
0,000,000,000,000,000,00
0,767,559,4111,9713,1615,93
1,5115,1018,8223,9426,3131,86
2,2730,2037,6547,8852,6363,71
3,0245,3056,4771,8178,9495,56
3,7867,9484,71107,72118,40143,34
4,5390,59112,94143,63157,88191,12
5,29120,79150,59191,50210,50254,82
6,04138,92173,20220,25242,10293,09
6,80164,59205,20260,95286,84347,25
7,55178,21222,18282,55310,58375,98
8,31191,82239,15304,12334,29404,69
9,06193,37241,08306,58336,99407,96
9,82194,91243,00309,02339,67411,21
10,58184,39229,89292,34321,35389,02
11,33173,86216,76275,64302,99366,80
12,09151,28188,60239,84263,63319,15
12,84128,67160,42204,00224,24271,46
13,60106,07132,24168,16184,85223,77
14,3584,86105,79134,53147,88179,02
15,1166,7783,25105,86116,37140,87
15,8650,0862,4479,4087,28105,66
16,6236,5245,5357,9063,6477,04
17,3724,3530,3538,6042,4351,37
18,1315,3119,0824,2726,6732,29
18,887,659,5412,1313,3416,15
19,643,133,914,975,466,61
20,160,000,000,000,000,00
q máxima (m3/s) 194,91243,00309,02339,67411,21