Optimal stochastic waste-load allocation
Deterministic waste-load allocation model. Although any number of pollutants may be considered in the overall quality management of a river system, in this example, application a biochemical oxygen demand-dissolved oxygen (BOD-DO) water-quality model is considered.
In LP format, the deterministic WLA model considered herein can be written as
N
Maximize ^^( Bj + Dj)
j=i
subject to
1. Constraints on water quality:
aoi + ®ij Bj + ^ ttij Dj < DOsat – DOfd for i = 1,2,…, M (8.59b)
j=1 j=1
2.
Constraints on treatment equity:
3. Constraints on treatment efficiency:
Bj
e-j < 1 – T <e j
j
where Bj, Dj, and Ij are the effluent waste concentrations (mg/L BOD), effluent DO deficit concentration (mg/L), and raw waste influent concentration (mg/L BOD) at discharge location j, respectivel...
read more