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Flashcards covering key vocabulary and concepts from the Wastewater Microbiology lecture.
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West Point Treatment Plant, Seattle, WA
Largest of its type on the West Coast, serving over 700,000 people. A 2017 flood resulted in the discharge of ~250 million gallons of untreated sewage into the sound.
Objectives of a Wastewater Treatment Plant
Sand, grit, debris, suspended solids, BOD, pathogens, and nutrients like nitrogen and phosphorus.
BOD (Biochemical oxygen demand)
Milligrams of oxygen consumed per L of sample during 5 days of incubation at 20 °C – indicator of organic contaminants
Nitrification
NH3 + O2 -> NO3 -
Denitrification
NO3 - -> N2
Preliminary Treatment Unit Operations
Bar screening, grit chamber, and communition (grinding of solids).
Bar Screening
Removes coarse solids (e.g., rags) by interception
Grit Chamber
Removes grit (heavy solids): sand, broken glass, silt, pebbles
Comminution
Grinding of solids
Primary Treatment Purpose
Removes objectionable solids by settling and floating materials (greases) by skimming.
Primary Treatment Process
Primary settling tank / primary clarifier (2-3 h)
Primary Treatment Efficiency
Removes about 45 to 50% of the suspended solids and 25 to 30% of the BOD of the incoming wastewater.
Primary Sludge
Sludge settling to bottom of 1o clarifiers is collected by rotating rake, which carries sludge to center hopper; then transported to a sludge thickener.
Secondary Treatment Purpose
Removal of soluble BOD and additional removal of suspended solids.
Secondary Treatment Process
Trickling filter, activated sludge, and secondary clarifier.
Secondary Treatment Efficiency
About 90% of the suspended solids and 80-90% of the BOD have been removed.
2o Biological Treatment
Use microorganisms to convert organic wastes to CO2 and H2O.
Trickling Filter (Biofilm process)
Wastewater is continuously distributed over media (rocks, plastic) with space between media for air circulation.
Activated Sludge Process
Aeration tank plus secondary clarifier; recycles activated sludge (biomass) to maintain a sufficient concentration of biomass in the aeration tank.
Biofilm bacteria in Trickling Filter
Grow on media and degrade organics as sewage trickles down.
Activated Sludge Residence Time
Hydraulic residence time: ~6-8 hr; Biomass residence time: 6-30 days.
Organisms in Activated Sludge
Microbes contained in 'flocs'-suspended aggregates; combination of rod shaped and filamentous species.
Zoogloea spp.
Gram negative rod-shaped species; aerobic, can denitrify, motile; makes EPS- exopolysaccharides- holds flocs together, traps toxins (heavy metals), nutrients. Can make Poly-hydroxybutyrate using B-ketothiolase.
White Bubbles in Secondary Effluent
From detergents that passed through treatment without being removed or degraded.
Chlorination/Dechlorination
Toxic to aquatic life, so water is dechlorinated before discharge with sodium bisulfite (NaHSO3), which eliminates chlorine residual.
Anaerobic Digestors
Reduce sludge volume and pathogen load; prevent foul odors.
Digested Sludge
Can be used as agricultural amendment if it meets standards for heavy metals, toxic non-metals, organic pollutants, and pathogens.
Where Treated Wastewater Goes
Injected into the ground or discharged to surface water.
Wastewater Reuse
Direct potable reuse is rare; indirect potable reuse is becoming more common. Non-potable reuse: irrigation, fire protection.
Protozoa Cysts
Resting stage (dormant); develop thick wall and have low metabolic activity; protection from adverse conditions; transport to new host.
Giardia
Flagellated; forms cysts; 1st proof of waterborne pathogenic protozoan
Cryptosporidium
Causes diarrhea, abdominal pain, and vomiting; resistant to chlorine, chlorine dioxide disinfection.
Haber-Bosch Process
Production of fertilizers, combining nitrogen and hydrogen to synthesize ammonia.