Dams & hydropower -- CFD Online Discussion Forums

May 12, 2009, 10:00	Dams & hydropower	#1
jin New Member Muhammad Asif Join Date: May 2009 Posts: 4 Rep Power: 16	hi buddies ! " CAN WE ACCURATELY MODEL SCOUR PARAMETERS DOWNSTREAM OF HYDRAULIC STRUCTURES USING CFD-Flow3D " " WHAT ARE THE SUITABLE BOUNDARY CONDITIONS FOR MODELING SEDIMENT SCOUR DOWNSTREAM OF SPILLWAYS OR STILLING BASINS. " " HOW CAN WE DEFINE THE ERODABLE BED OF RIVER IN Flow-3D v9.3. " " CAN Flow-3D HANDLE LARGE PARTICLE SIZES SAY UPTO 10mm. " Last edited by jin; May 13, 2009 at 06:29.

Tags

Posting Rules
You may not post new threads You may not post replies You may not post attachments You may not edit your posts BB code is On Smilies are On [IMG] code is On HTML code is Off Trackbacks are Off Pingbacks are On Refbacks are On Forum Rules

All times are GMT -4. The time now is 20:28.