Modelagem Física e Computacional de um Escoamento Fluvial

BQN 117 2.990
BQN 25 3.435
BQN 123 3.814
BQN 27 4.190
BQN 128 4.465
BQN 29 4.866
BQN 131 5.561
BQN 31 6.297
BQN 134 6.457
BQN 33 6.640
BQN 137 6.644
BQN 35 6.407
BQN 140 6.037
BQN 37 5.679
BQN 143 5.271
BQN 39 4.871
BQN 146 4.203
BQN 41 3.563
BQN 149 2.998
BQN 43 2.410
BQN 152 1.715
BQN 45 1.172
BQN 155 0.821
BQN 47 0.451
BQN 158 0
BQN 49 0
CO ---- Nível de água na seç~ao de saída
BHL 3 55.27
CO ---------------------------------
VO 1 0.001 0.001 5.0 0.5 2
TS -1 -1
TV 100 100 1 1 2
CO ---------------------------------
REV ---
PE 1 6.0 1.0 1 1 1 1
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
VO 1 0.001 0.001 5.0 0.5 2
REV ---
PE 1 16.0 1.0 1 1 1 1
REV ---
PE 1 17.0 1.0 1 1 1 1
HNT 1 0.045
REV ---
PE 1 18.0 1.0 1 1 1 1
HNT 1 0.040
VO 1 0.001 0.001 5.0 0.5 2
REV ---
PE 1 19.0 1.1 1 1 1 1
HNT 1 0.034
REV ---
PE 1 20.0 1.1 1 1 1 1
HNT 1 0.029
VO 1 0.001 0.001 5.0 0.5 2
TS -1 -1
TV 100 100 1 1 2
END
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