Principle of biological phosphorous removal process is that
Phosphorus-accumulating organisms (PAOs) can absorb dissolved
phosphorus from wastewater and stores it in granules within their
cells, doubling the phosphorus content of the solids.PAOs are
aerobic and similar to other activated-sludge bacteria.
In an anaerobic environment, PAOs have the ability to sequester
readily biodegradable biochemical oxygen demand.
Operational Considerations during
design
Dissolved Oxygen: Avoid over
aeration. Maintain 0.5
to 1.0 mg/L DO concentrations at the end of the
aeration zone. This will allow the activated sludge process to
perform adequately and ensure that excessive dissolved oxygen
concentrations are not recycled back to the anaerobic phase.
Filamentous Control: Avoid
over chlorination.
Excessive RAS chlorination can harm the EBPR
process. The Cloud WWTF has reported that more
frequent, but less intense,RAS chlorination
successfully controls the growth of filamentous
bacteria while minimizing adverse impacts on the
biological treatment system.
Influent BOD:P
Ratios: A minimum of 25:1 ratio of
influent BOD to phosphorus has been reported to be
critical for successful EBPR. Source reduction of
phosphorus loads can help to decrease influent
phosphorus loads and improve EBPR efficiency..
urgent A wastewater treatment bioreactor is designed to conduct phosphorus removal by using organisms A and...
A complete-mix activated sludge system is used to treat municipal wastewater after primary sedimentation at 20 °C with MLVSS concentration of 2000 g/m3. The discharge standard for soluble BOD, concentration in the effluent is 0.5 g/m. The characteristics of the primary influent are: flow Q -2000 m'/d, soluble BOD -200 g/m3, Using these data and the kinetic coefficients in following, determine 1. Theoretical solids retention time (SRT) in unit of days 2. Pk vss in unit of kg VSS/d 3....
Q Search The following information is given for an activated sludge system design: Flowrate Influent BOD Effluent BOD Unit m'/d mg/L mg/L Value 10,000 150 SRT Synthesis yield, Y, g VSS/g bCOD Wastewater 1 Wastewater 2 Wastewater 3 Cell debris yield, f, 0.40 0.50 0.30 0.15 0.08 g VSS/g VSS Endogenous decay, b, gVSS/g VsSd mg/L nbVSS Temperature Note: Wastewater 1, 2, or 3 to be selected by instructor 10 Determine (a) the aeration tank oxygen requirements in kg/d, (b)...
Secondary Treatment Based on a plant flow rate of 40 mgd, design an activated sludge, secondary treatment system with recycle which maintains a MLVSS = 2,000 mg/L in the aeration reactor and has an average Solids Retention Time (SRT)-4 days. The biota kinetic constants are Kinetic Coefficients for the Activated-sludge Process for the Removal of Organic Matter from Domestic Wastewater Endogenous Decay Coefficient- k(d) 0.1 Half-velocity constant- K(s VSS/qVss-da 15 Mg/L bsCOD Max. Specific Substrate Utilization Rate-k 6 G bsCOD/gVSS-da...
primary clarifier is to be designed for a municipal wastewater treatment plant with a flow of 4160 m/d and peak flow during the day of 3.10 times the average hourly flow. Pertinent data are: peak overflow rate 73.3 m/d.-m2, maximum peak weir loading 373 m3/d-m, and minimum tank depth 2.13 m. Determine: A. The clarifier diameter B. The side water deptlh C. The peak weir loading. Is it acceptable? D. The percent suspended solids removal on the basis of the...
Question 2 A complete mix activated sludge process is to be used for biological treatment. Assume the following for the activated sludge process: • Plant influent BODs of 156 mg/L • Sludge age is 8 days Biomass yield (Y) of 0.54 kg biomass / kg BOD • Endogenous decay rate (kd) = 0.05 day! • Ks=10 g BOD/m3 Biomass concentration (X) of 2700 mg/L • recycle biomass concentration (Xr) of 12,000 mg/L The fresh flow rate treated is 1000 m²/day...
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...