Erosion
- 1. Modelamiento Hidráulico - Nuevo Puente Chinchipe
Aguas Arriba Puente
Plan: Plan 05 RioChinchipe EjeRio RS: 605 BR U Profile: Tr500
E.G. Elev (m) 596.22 Element Left OB Channel Right OB
Vel Head (m) 2.35 Wt. n-Val. 0.043 0.03 0.05
W.S. Elev (m) 593.86 Reach Len. (m) 8.4 8.40 8.4
Crit W.S. (m) 593.27 Flow Area (m2) 45.73 554.54 13.55
E.G. Slope (m/m) 0.003 Area (m2) 45.73 554.54 13.55
Q Total (m3/s) 3947.00 Flow (m3/s) 102.42 3822.80 21.78
Top Width (m) 105.12 Top Width (m) 20.03 77.98 7.11
Vel Total (m/s) 6.43 Avg. Vel. (m/s) 2.24 6.89 1.61
Max Chl Dpth (m) 7.58 Hydr. Depth (m) 2.28 7.11 1.9
Conv. Total (m3/s) 69333.90 Conv. (m3/s) 1799.2 67152.10 382.6
Length Wtd. (m) 8.40 Wetted Per. (m) 22.03 80.09 8.07
Min Ch El (m) 586.28 Shear (N/m2) 65.99 220.05 53.33
Alpha 1.12 Stream Power (N/m s) 14759.79 0 0
Frctn Loss (m) 0.02 Cum Volume (1000 m3) 56.45 370.62 12.19
C & E Loss (m) 0.14 Cum SA (1000 m2) 27.84 56.53 6.94
ANÁLISIS HIDRÁULICO MEDIANTE EL EMPLEO DEL SOFTWARE HEC-RAS
Resultados para la Sección:
0 50 100 150 200 250 300 350
586
588
590
592
594
596
598
600
602
604
Plan 05
RS= 605 BR
Station (m)
Elevation(m)
Legend
EGTr500
WS Tr500
Crit Tr500
1 m/s
2 m/s
3 m/s
4 m/s
5 m/s
6 m/s
7 m/s
8 m/s
Ground
Ineff
BankSta
.05 .04 .03 .
0
4
.05
