Welcome to WEAP's Website WEAP
WEAP is an initiative of the Stockholm Environment Institute.


About WEAP

Home
Why WEAP?
Features
What's New?
Sample Screens
Demonstration
Publications
History and Credits

Using WEAP
Download
Licensing
User Guide
Tutorial
Videos (YouTube)

User Forum
Discussions
Members List
Edit Profile

Additional Support
Training
University Courses
Collaboration

About Us
SEI-US Water Resources Program
Please Contact Us

LEAP
Interested in Energy?
Read about LEAP: SEI's software for energy planning.

Link WEAP and LEAP for combined Water-Energy planning.
Watch a video demo!
   

User Forum

All Topics | Topic "Modelling Issues with Transmission Links"
Log in to post new messages or reply to existing messages.
 
Author Message
Mr. Alexandros Psomas

Subject: Modelling Issues with Transmission Links   
Posted: 10/9/2011 Viewed: 22523 times
There are two rivers in my area. In winter, the whole flow from the first one is diverted to the second one. But in summer only a part of the first one is diverted to the second one and the rest of the fow continues in the initial route. If I use a diversion to simulate this, then the maximum flow diverted has to be in m3/s by default, whereas the flows in the rivers are expressed in m3/month. If I use a transmission link instead, WEAP lets me have the maximum flow in m3/month and of course I can choose which months to trasfer wateer from one river to the other. Should I go for this solution instead of the diversion?


Topic "Modelling Issues with Transmission Links"