Wastewater Microbiology Flashcards

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Flashcards covering key vocabulary and concepts from the Wastewater Microbiology lecture.

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33 Terms

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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.

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Objectives of a Wastewater Treatment Plant

Sand, grit, debris, suspended solids, BOD, pathogens, and nutrients like nitrogen and phosphorus.

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BOD (Biochemical oxygen demand)

Milligrams of oxygen consumed per L of sample during 5 days of incubation at 20 °C – indicator of organic contaminants

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Nitrification

NH3 + O2 -> NO3 -

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Denitrification

NO3 - -> N2

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Preliminary Treatment Unit Operations

Bar screening, grit chamber, and communition (grinding of solids).

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Bar Screening

Removes coarse solids (e.g., rags) by interception

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Grit Chamber

Removes grit (heavy solids): sand, broken glass, silt, pebbles

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Comminution

Grinding of solids

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Primary Treatment Purpose

Removes objectionable solids by settling and floating materials (greases) by skimming.

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Primary Treatment Process

Primary settling tank / primary clarifier (2-3 h)

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Primary Treatment Efficiency

Removes about 45 to 50% of the suspended solids and 25 to 30% of the BOD of the incoming wastewater.

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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.

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Secondary Treatment Purpose

Removal of soluble BOD and additional removal of suspended solids.

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Secondary Treatment Process

Trickling filter, activated sludge, and secondary clarifier.

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Secondary Treatment Efficiency

About 90% of the suspended solids and 80-90% of the BOD have been removed.

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2o Biological Treatment

Use microorganisms to convert organic wastes to CO2 and H2O.

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Trickling Filter (Biofilm process)

Wastewater is continuously distributed over media (rocks, plastic) with space between media for air circulation.

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Activated Sludge Process

Aeration tank plus secondary clarifier; recycles activated sludge (biomass) to maintain a sufficient concentration of biomass in the aeration tank.

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Biofilm bacteria in Trickling Filter

Grow on media and degrade organics as sewage trickles down.

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Activated Sludge Residence Time

Hydraulic residence time: ~6-8 hr; Biomass residence time: 6-30 days.

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Organisms in Activated Sludge

Microbes contained in 'flocs'-suspended aggregates; combination of rod shaped and filamentous species.

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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.

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White Bubbles in Secondary Effluent

From detergents that passed through treatment without being removed or degraded.

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Chlorination/Dechlorination

Toxic to aquatic life, so water is dechlorinated before discharge with sodium bisulfite (NaHSO3), which eliminates chlorine residual.

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Anaerobic Digestors

Reduce sludge volume and pathogen load; prevent foul odors.

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Digested Sludge

Can be used as agricultural amendment if it meets standards for heavy metals, toxic non-metals, organic pollutants, and pathogens.

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Where Treated Wastewater Goes

Injected into the ground or discharged to surface water.

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Wastewater Reuse

Direct potable reuse is rare; indirect potable reuse is becoming more common. Non-potable reuse: irrigation, fire protection.

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Protozoa Cysts

Resting stage (dormant); develop thick wall and have low metabolic activity; protection from adverse conditions; transport to new host.

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Giardia

Flagellated; forms cysts; 1st proof of waterborne pathogenic protozoan

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Cryptosporidium

Causes diarrhea, abdominal pain, and vomiting; resistant to chlorine, chlorine dioxide disinfection.

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Haber-Bosch Process

Production of fertilizers, combining nitrogen and hydrogen to synthesize ammonia.