Tabela excel hidráulica

RESPOSTAS DOS PROBLEMAS PROPOSTOS

CAPÍTULO 4

4.1.Q = 0,588 m3/s

4.2. Δh` = 79,74 m

4.3. ∅ = 1,50 m

4.4. (a) ΔhAB = 9,95 m;                                (b) ZC + PC/γ = 84,03 m

4.5. Q = 10,47 l/s

4.6. D =  ???

4.7. QAB = 182 l/s

4.8. ???

4.9. ???

1.  QAB = 0,0363 m3/s                                AC = 0,0024 m2
2.  Q = 65 l/s

4.12. Q = 0,135 m3/s

4.13. QBC = 0,0090 m3/s        QAC = 0,0356 m3/s        QCD = 0,0446 m3/s                        PC = 0,322 kgf/cm2

1.  (a) QAB = 0,044 m3/s                (b) LCB = 1187 m                LAC = 2813 m

4.15. QAB = 0,139 m3/s                QBE = 0,099 m3/s        QAC = 0,101        QCD = 0,141 m3/s                LBE = 1162 m                LCD = 856 m

4.16. Q = ???

4.17. QAB1 = 69 l/s        QAB2 = 57 l/s                QBC = 15 l/s                QBD = 71 l/s

4.18. (a)[pic 1]

(b) h = 24,46 m

4.19. ???

4.20. ???

CAPÍTULO 5

5.1. Dr = 50 mm        Ds = 62,5 mm

5.2. Ds = 350 mm        Dr = 300 mm        Hm = 34,71 m                P = 20,7 cv

5.3. Pm = 5,31 cv

5.4. Δh = 27,1 m, aumento de 112%

5.5. [pic 2]

5.6. D = 300 mm e PB = 64,0 c.v.

5.7. (a) Q = 370,3 m3/h                         

5.8. (a) Paralelo: Q2 bombas = 300,5 m3/h e Hm = 74m;         

Série: Q2 bombas = 362,1 m3/h e Hm = 100,5m

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