Modelagem Física e Computacional de um Escoamento Fluvial

BQN 1 0.43
BQN 2 0.40
BQN 3 0.40
BQN 4 0.46
BQN 5 0.48
BQN 6 0.50
BQN 7 0.39
BQN 8 1.99
BQN 9 3.90
BQN 10 5.91
BQN 11 8.12
BQN 12 10.63
BQN 13 13.91
BQN 14 17.27
BQN 15 20.71
BQN 16 23.05
BQN 17 25.36
BQN 18 28.91
BQN 19 32.71
BQN 20 37.39
BQN 21 40.68
BQN 22 43.78
BQN 23 46.86
BQN 24 49.90
BQN 25 53.02
BQN 26 54.77
BQN 27 55.82
BQN 28 55.89
BQN 29 55.71
BQN 30 57.10
BQN 31 58.47
BQN 32 57.73
BQN 33 57.00
BQN 34 55.02
BQN 35 51.35
BQN 36 47.07
BQN 37 44.39
BQN 38 42.53
BQN 39 40.69
BQN 40 40.04
BQN 41 39.50
BQN 42 38.48
BQN 43 34.65
BQN 44 29.72
BQN 45 25.02
BQN 46 21.15
BQN 47 17.56
BQN 48 13.43
BQN 49 9.66
BQN 50 0.13
BQN 51 0.01
CO ---- Nível de água na seç~ao de saída
BHL 3 59.92
VO 1 0.001 0.001 5.0 0.5 2
TS -1 -1
TV 100 100 1 1 2
CO ---------------------------------
REV ---
PE 1 8.0 1.0 1 1 1 1
REV ---
PE 1 10.0 1.0 1 1 1 1
REV ---
PE 1 12.0 1.0 1 1 1 1
REV ---
PE 1 14.0 1.0 1 1 1 1
HNT 1 0.035
VO 1 0.001 0.001 5.0 0.5 2
REV ---
PE 1 16.0 1.0 1 1 1 1
REV ---
182