Consultation on the imbalance of anaerobic and aerobic reaction elements in the wastewater treatment module

[zasddsgg]

Hello, when I called the wastewater treatment system through the code wwt_sys = create_conventional_wastewater_treatment_system(ins=[stream1, stream2], mockup=True), I found that the elements of anaerobic reaction and aerobic reaction were unbalanced. Taking Furfural as an example, the aerobic reaction is Furfural + 3.85O2 -> 1.54 Water + 0.948 WWTsludge + 3.85CO2. The molecular formula of WWTsludge is CH1.64O0.39N0.23S0.0035, but the C,H,O,N and S elements of the above equation are not balanced.

In addition, there is no sulfur element in the input of the process, but because WWTsludge contains sulfur element, there is SO2 in the emission stream of the boiler, which also leads to the element imbalance of the process.

Thanks for your help. Wish you a good day.