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Discentes: Breno Tiago Garcia,
Bruna Moraes Dorilêo Caldas, Daniel
Aníbal Orrego Hawthorne, Lucas
Duarte Carvalho
Docente: Prof. Dr. Pedro Hurtado de
Mendoza Borges
Atividade 2
Hidrologia Agrícola
Solução
Dados importantes
A: Área da bacia: 15000 km2
P: Precipitação média anual: 1600 mm ano-1
Q: Vazão média: 340 m3 s-1
Cálculo da vazão média anual da macia
q = Q = 340 m3 s-1 . 1 km2 . 103mm . 3600 s . 24 h . 365 dias
q = 714,816 mm ano-1
A 1500 km2 . 106m2 . 1 m . 1h . 1dia . 1 ano
a) A evapotranspiração média anual da bacia
E = ?= (mm ano-1 )
P = E + Q
E = 1600 mm ano-1 – 714,816 mm ano-1
E = 885,18 mm ano-1
E = P - Q
b) O coeficiente de escoamento de longo prazo
C = Q = 714,816 mm ano-1
C = 0,4468 . 100
C = 44,68%
P 1600 mm ano-1
c) Inferir sobre a provável ocupação do solo nessa bacia hidrográfica.
Solução
Hidrologia 2.pptx
Hidrologia 2.pptx
Hidrologia 2.pptx
Hidrologia 2.pptx

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Hidrologia 2.pptx

  • 1. Discentes: Breno Tiago Garcia, Bruna Moraes Dorilêo Caldas, Daniel Aníbal Orrego Hawthorne, Lucas Duarte Carvalho Docente: Prof. Dr. Pedro Hurtado de Mendoza Borges Atividade 2 Hidrologia Agrícola
  • 2.
  • 3. Solução Dados importantes A: Área da bacia: 15000 km2 P: Precipitação média anual: 1600 mm ano-1 Q: Vazão média: 340 m3 s-1 Cálculo da vazão média anual da macia q = Q = 340 m3 s-1 . 1 km2 . 103mm . 3600 s . 24 h . 365 dias q = 714,816 mm ano-1 A 1500 km2 . 106m2 . 1 m . 1h . 1dia . 1 ano
  • 4. a) A evapotranspiração média anual da bacia E = ?= (mm ano-1 ) P = E + Q E = 1600 mm ano-1 – 714,816 mm ano-1 E = 885,18 mm ano-1 E = P - Q
  • 5. b) O coeficiente de escoamento de longo prazo C = Q = 714,816 mm ano-1 C = 0,4468 . 100 C = 44,68% P 1600 mm ano-1
  • 6. c) Inferir sobre a provável ocupação do solo nessa bacia hidrográfica.
  • 7.
  • 8.
  • 9.