A regional STP handles wastewater from 22,000 people where the per capita flow is assumed to be 380 L/person/day. This STP comprises (in series) a primary settler, a trickling filter, two facultative ponds, and a mature constructed wetland. The table below gives typical values (all in mg/L) for the overflow stream after the primary settler (APS) and for the final treated effluent (FTE). Parameter APS FTE Suspended solids 120 2 Biochemical oxygen demand 130 3 Total nitrogen (as N) 30 2 Total phosphorus (as P) 6 1 The observed yield (Yob) for this STP is 0.45 mg biomass per mg substrate (i.e. BOD) consumed. (i) How much biomass is produced (in kg/day) in this STP after the primary settler? (ii) Biomass may be represented as C60H87O23N12P. Estimate the weight percentage of N in the biomass, as well as the weight percentage of P in the biomass. Note that there is a table of atomic weights on the first page of this examination paper. (iii) Using the above results, determine what percentage of the N and P in the primary settler overflow are taken up into the biomass produced within this STP. (iv) What percentage of the N and P in the primary settler overflow leaves the STP in the final treated effluent? (v) By carrying out a mass balance, determine how much of the nitrogen (in kg/day) in the primary settler overflow stream is not taken up into new biomass or leaves in the FTE stream. Comment on what might be happening to this ‘missing’ nitrogen.
A regional STP handles wastewater from 22,000 people where the per capita flow is assumed to...
Two trickling filters operating in parallel are being designed to treat the domestic wastewater from a town of 5500 people where the average per-capita wastewater generation is 450 liters per person per day. A plastic trickling filter media and filter height of 3.5 m have been selected. The influent BOD5 is 120 mg/L and the facility must meet an NPDES permit limiting effluent BOD5 to 35 mg/L. The filter media constant (n) is 0.67 and the BOD decay constant for...
10. Write a one-page summary of the attached paper? INTRODUCTION Many problems can develop in activated sludge operation that adversely affect effluent quality with origins in the engineering, hydraulic and microbiological components of the process. The real "heart" of the activated sludge system is the development and maintenance of a mixed microbial culture (activated sludge) that treats wastewater and which can be managed. One definition of a wastewater treatment plant operator is a "bug farmer", one who controls the aeration...