isisuser.com forum rss http://www.isisuser.com/ isisuser.com forum rss ISIS TUFLOW link - how to set uphttp://www.isisuser.com/forum/topic.asp?TID=172Hi all, <br><br>Is the ISIS TUFLOW computational run set up in the TUFLOW *.tcf file or in the ISIS *.ief file?<br><br>I've set up the links (HX lines etc...) but cannot really find any information on how the two computational engines communicate with each ... Low Flow causing error E1066 at USBPR structureshttp://www.isisuser.com/forum/topic.asp?TID=407I have an existing 1-D model which has been calibrated and run under flood conditions. I have been trying to run the model under low flow conditions to determine the effects which the proposed flood alleviation measures will have on water levels ... model working in steady flow, doesn't work when using unsteady (adaptive time)http://www.isisuser.com/forum/topic.asp?TID=397Hi. I've just started using ISIS at uni and I'm having some issues. I made a model for a 1 in 2 year flood event that worked fine when run in steady state, I then tried to run it using unsteady (adaptive timestep) any ideas what the problem is? ... How to empty a reservoir to a cross sectionhttp://www.isisuser.com/forum/topic.asp?TID=406Hi,<br><br>I'm a new user of Isis and i'm doing some tests to understand how it works.<br><br>I build a very simple model.<br>At cross section "C1", i use a spill to a reservoir to model a levee and a storage area.<br><br>I want the reservoir to empty near cross ... Abstraction stabilityhttp://www.isisuser.com/forum/topic.asp?TID=402I am currently developing a model of a large low laying area drained by a combination of pumps and flapped gravity outfalls. The model will be linked to a TUFLOW domain but is currently a 1D only model which I would like to get stable prior to ... Negative flowhttp://www.isisuser.com/forum/topic.asp?TID=405I am trying to put a negative flow time boundary at the downstream end of my channel. Is this possible? I do not know the head downstream just upstream and i want to be able to pull flow from the downstream end of the channel. Is it possible to model ... v3.4 on AMD/VirtualBoxhttp://www.isisuser.com/forum/topic.asp?TID=403Not a question, just for information:<br><br>I've just tried running ISIS2D v3.4 on virtualbox running on an AMD Athlon X2 processor - this gives an error: <br><br>"Fatal Error: This program was not built to run on the processor in your system. The allowed ... Double precision?http://www.isisuser.com/forum/topic.asp?TID=404Hi all, <br><br>I am developing a linked ISIS-TUFLOW model in which the TUFLOW domain receives an inflow from direct rainfall. I have therefore opted to use the double precision version of TUFLOW. However, when I also use the double precision version of ... Culvert Blockagehttp://www.isisuser.com/forum/topic.asp?TID=399I am currently modelling a river reach which is mostly culverted. I want to model the potential effects of culvert blockage. I have tried inserting a blockage node - with the same upstream and downstream node labels as the culvert inlet (US: previous ... 2D dam-break model , which software and how?http://www.isisuser.com/forum/topic.asp?TID=401Dear ISIS users,<br>Hi<br><br>I need to model a dam-break phenomenon<br><br>using ISIS, is it possible to model it and have a plot like [url=http://pcwww.liv.ac.uk/~jzhou/images/Dambreak.gif]THIS [/url] ?<br><br><br>which software i need to download? (i have ...