rural facultative pond capacity
rural facultative pond capacity
(OP)
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.
RE: rural facultative pond capacity
I would be comfortable using literature values for the hauled waste only if it is predominatly residential. If it is industrial and commercial, you shuld do some testing. There is lots of high strength and toxic waste out there.
RE: rural facultative pond capacity
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