Hi all,
I'm having trouble with my Storm and Sanitary Analysis model. When using the Hydrodynamic analysis, it throws a lot of stability issues and the Time Series plots look like a cardiogram. When using the Kinematic Wave analysis, it doesn't model the storage/exfiltration nodes correctly (maximum water depths remain zero even when exfiltration rate is set to 0).
I have tried a few things, working through the list of fixes that the help document suggests for fixing poor stability. I have also tried a few other suggestions I found by trawling through various forum posts (such as changing the conduit losses to one, and removing direct links to outfalls).
Has anyone else got any suggestions? Model file attached.
Thanks in advance,
John
