-
October 21, 2015, 04:06 AM
#1
Modelling a temporary blockage
I need to model a temporary blockage in a sewer, the idea is to add flow control (orifice) which I can set to open and close at specific times.
I am struggling with the RTC can any one suggest the best way to model this.
Thanks
-
October 28, 2015, 04:07 AM
#2
Forum Moderator

Using an RTC table with the limiting discharge and particular dates/times is probably the best approach. Alternatively a sluice gate or gated weir will also do the job with the gates closing to represent the blockage.
Last edited by Duncan Kitts; October 29, 2015 at 01:51 AM.
Posting Permissions
- You may not post new threads
- You may not post replies
- You may not post attachments
- You may not edit your posts
-
Forum Rules