Hello,
I'm a novel user of DHI West. We are using the software for the design of an
urban WWTP. The client is interested in the relation between de SRT and the
stability of the sludge in the tanks expressed as the VSS/TSS ratio. The problem
we are experimenting with the model is that VSS/TSS ratio is barely affected by
de SRT, or it is in an unexpected way (it should be lower al higher SRT valuers
but in some simulations it goes the other way around). The model is build using
the ASM2dMod library.
Thanks in advance,
Lucas Benac