Skip to main content

Table 3 Number of days and quantity of water flow through the waterway tunnel estimated via simulation

From: Hydrodynamic fish modeling for potential-expansion evaluations of exotic species (largemouth bass) on waterway tunnel of Andong-Imha Reservoir

  Number of days of water flow Quantity of water flow (× 106 m3)
Total Flood period Dry period Total Flood period Dry period
Flow through the waterway tunnel 9349 (85.3%) 2351 6998 8214 (100.0%) 4152 4062
 Transferring from IR to AR 7818 (71.3%) 2016 5802 7552 (91.9%) 3859 3693
 Transferring from AR to IR 1531 (14.0%) 335 1196 661 (8.1%) 293 368
Non-flow through the waterway tunnel 1609 (14.7%)
  1. Inner diameter of the waterway tunnel: 5.5 m; invert elevation: EL 141 m
  2. A R Andong Reservoir, I R Imha Reservoir