Proyecto : Mejoramiento del Canal de Conduccion Cerro Blanco - Desarenador Uchusuma, Provincia de Tacna, TacnaEntidad : EPS TACNA S.A.Ubicacin : Calana, Tacna, Tacna Altitud : 800 msnmFecha : Agosto del 2011

Tipo de Canal y Progresiva N S (m/m) Tirante (m)Diam.

(m)Q (m/s) Area (m) Perim. (m) Espejo (m) Lleno (%)

Veloc. (m/s)

Energia (m) FroudeMax. Q. (m/s)

Tipo de flujo

Canal Circular - 1 (0+000 - 0+035.74) 0.010 0.03615 0.34 0.65 1.00 0.17 1.05 0.65 51.90 5.75 2.02 3.55 2.02 Super crtico

Canal Circular - 2 (0+035.74 - 0+272.47 ) 0.010 0.0198 0.41 0.65 1.00 0.22 1.19 0.63 62.80 4.56 1.47 2.47 1.50 Super crtico

Canal Circular - 3 (0+272.47 - 0+394.85) 0.010 0.01748 0.43 0.65 1.00 0.23 1.23 0.62 65.50 4.34 1.39 2.27 1.41 Super crtico

Canal Circular - 4 (0+394.85 - 0+459.64 ) 0.010 0.04174 0.32 0.65 1.00 0.16 1.02 0.65 49.70 6.07 2.20 3.85 2.17 Super crtico

Canal Circular - 5 (0+459.64 - 0+591.47 ) 0.010 0.02441 0.38 0.65 1.00 0.20 1.13 0.64 58.60 4.95 1.63 2.81 1.66 Super crtico

Canal Circular - 6 (0+591.47 - 0+771.26) 0.010 0.03451 0.34 0.65 1.00 0.18 1.06 0.65 52.60 5.65 1.97 3.46 1.97 Super crtico

Canal Circular - 7 (0+771.26 - 0+942.351) 0.010 0.02737 0.37 0.65 1.00 0.19 1.11 0.64 56.50 5.17 1.73 3.02 1.76 Super crtico

Canal Circular - 8 (0+942.351 - 1+415.443) 0.010 0.02995 0.36 0.65 1.00 0.19 1.09 0.65 54.90 5.35 1.82 3.18 1.84 Super crtico

Canal Circular - 9 (1+415.443 - 1+489.197) 0.010 0.03469 0.34 0.65 1.00 0.18 1.05 0.65 52.50 5.66 1.98 3.47 1.98 Super crtico

Canal Circular - 10 (1+489.197 - 1+598.427) 0.010 0.02808 0.36 0.65 1.00 0.19 1.10 0.65 56.10 5.22 1.76 3.06 1.78 Super crtico

Canal Circular - 11 (1+598.427 - 1+789.728) 0.010 0.02703 0.37 0.65 1.00 0.19 1.11 0.64 55.00 5.15 1.72 2.99 1.81 Super crtico

Canal Circular - 12 (1+789.728 - 1+820.728) 0.010 0.01623 0.44 0.65 1.00 0.24 1.25 0.61 65.40 4.21 1.34 2.15 1.40 Super crtico

Canal Circular - 13 (1+820.728 - 1+900.000) 0.010 0.02258 0.39 0.65 1.00 0.21 1.15 0.64 58.50 4.80 1.57 2.68 1.65 Super crtico

Tipo de Canal y Progresiva N S (m/m) Tirante (m) Alto (m)Ancho

(m)Q (m/s) Area (m) Perim. (m) Espejo (m) Lleno (%) Veloc. (m/s)

Energia (m)

Max. Q. (m/s)

Tipo de flujo

Canal rectangular-1 (1+900.000 - 2+012.604) 0.015 0.0125 0.54 0.80 0.70 1.00 0.38 1.78 0.70 72.46 2.65 0.90 1.38 Super crtico

C A R A C T E R I S T I C A S H I D R A U L I C A S - C A N A L C I R C U L A R

C A R A C T E R I S T I C A S H I D R A U L I C A S - C A N A L R E C T A N G U L A R

CARACTERSTICAS HIDRULICAS

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