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Model of Discharges from Keenleyside Dam, BC

 

Numerical Modeling

Ports and HarboursWe developed and tested a three dimensional, finite-difference numerical model, using extensive flow measurement observations previously obtained in 1997 downstream of the Hugh A. Keenleyside Dam. The 3-D model was successful in realizing the main flow pattern as well as a complex structure of four eddies, although two of the weaker eddies were somewhat weaker in magnitude than was observed.

Previously, at the time the observations were made, a 2-D numerical model was not able to replicate three of the four eddies. Moreover, the new 3-D numerical model provides good measures of the changes in water flows from surface to near-bottom, which cannot be addressed with 2-D numerical models.

 

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  • Model of Discharges from Keenleyside Dam, BC
  • Model of Cooling Water Discharges from Thermal Gen. Station, BC
  • Model of Sediments and Fluid Mud Dynamics, China
  • Wave and Current Measurements - Peru
  • Ice Studies - Sakhalin Island, Russia

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