CFD Online Logo CFD Online URL
Home > Forums > Main CFD Forum

Can some one help?

Register Blogs Members List Search Today's Posts Mark Forums Read

LinkBack Thread Tools Display Modes
Old   November 22, 2005, 06:30
Default Can some one help?
Posts: n/a
I am working on water hammer analysis for a 12km long HRT. I have used orifice type surge tank. I am getting water hammer pressure of around 35 bars near the surge tank.

But the maximum water hammer pressure is not reducing much even 6km upstream of the tank.

The static pr. at a point is 134 ft and after anlysis for sudden shut down the max. pr is 450 ft and equilibirium pr. is 300 ft, why euilibirium is not taking place at 134ft head does the results seems realastic to you? What additional can I do in this case?

Please give your valuable comments on this.

  Reply With Quote


Thread Tools
Display Modes

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 On
Pingbacks are On
Refbacks are On

All times are GMT -4. The time now is 03:56.