smillar
Civil/Environmental
- Jan 25, 2003
- 1
I have to rate the capacity of a rural facultative pond (2 cells in parallel)to see if it can sustain the projected pop'n growth over the next 10yrs.
Known:pond vol.,Qinf & water quality in (both from metered force main),water quality out, source of hauler waste (res. septic&holding tanks)
Estimated:Qeff, vol. of septage contributed by haulers, det. time (they're discharged twice a yr)
Assumed: d=0.5, k(20deg)=0.25, theta=1.06
Unknown:liquid temps, quality of hauler waste
Originally I planned to back out seasonal k values given that I knew BOD in and out for existing conditions, and then proceed with the projected flows to see what vol. of pond I would need for the same performance (BOD removal). But, then I realized I couldn't account for the hauler waste BOD - so I don't really have So/S.
Are the above noted assumptions reasonable and would it be practical to assume hauler waste BOD (from Metcalf&Eddy)and perhaps even rate constants knowing typical ambient air temps? (especially given that even Qeff is an estimate)
Thanks in advance for any suggestions.
Known:pond vol.,Qinf & water quality in (both from metered force main),water quality out, source of hauler waste (res. septic&holding tanks)
Estimated:Qeff, vol. of septage contributed by haulers, det. time (they're discharged twice a yr)
Assumed: d=0.5, k(20deg)=0.25, theta=1.06
Unknown:liquid temps, quality of hauler waste
Originally I planned to back out seasonal k values given that I knew BOD in and out for existing conditions, and then proceed with the projected flows to see what vol. of pond I would need for the same performance (BOD removal). But, then I realized I couldn't account for the hauler waste BOD - so I don't really have So/S.
Are the above noted assumptions reasonable and would it be practical to assume hauler waste BOD (from Metcalf&Eddy)and perhaps even rate constants knowing typical ambient air temps? (especially given that even Qeff is an estimate)
Thanks in advance for any suggestions.