-
Notifications
You must be signed in to change notification settings - Fork 5
New issue
Have a question about this project? Sign up for a free GitHub account to open an issue and contact its maintainers and the community.
By clicking “Sign up for GitHub”, you agree to our terms of service and privacy statement. We’ll occasionally send you account related emails.
Already on GitHub? Sign in to your account
Only gravity driven Outlet
flow
#549
Conversation
Outlet
flow
I found something peculiar when working on the test model for the In the current state it behaves as expected, that is: there is no outlet flow until the level boundary reaches the minimum crest level, and the basin level converges to the level boundary level. However, when the basin starts completely empty instead of with a tiny amount of water, it doesn't fill: I haven't been able to figure out why this happens. |
This is easier on the compiler, generally recommended for performance.
I prefer to avoid yellow since it is the color of selected nodes in QGIS.
Making it not show up in QGIS.
Fixes #548. Currently the outlet switches on and off in a discrete way due to a switch in sign of the level difference. This can result in the outlet rapidly turning on and off: ![flipperende_outlet](https://github.com/Deltares/Ribasim/assets/74617371/d834ffa9-ac48-4fb1-99c5-732369f43c35) To solve this problem, a reduction factor should be applied to the outlet flow, based on the level difference. This reduction factor will have to be taken into account in the implementation of the analytical Jacobian (with an unsatisfying effort to improvement ratio). This I think will be a recurring problem until we are able to switch to an AD Jacobian. --------- Co-authored-by: Martijn Visser <[email protected]>
Fixes #548.
Currently the outlet switches on and off in a discrete way due to a switch in sign of the level difference. This can result in the outlet rapidly turning on and off:
To solve this problem, a reduction factor should be applied to the outlet flow, based on the level difference. This reduction factor will have to be taken into account in the implementation of the analytical Jacobian (with an unsatisfying effort to improvement ratio). This I think will be a recurring problem until we are able to switch to an AD Jacobian.