Water Microbiology Part II Flashcards
Theory behind water quality testing
Indicator types:
Cannot check for all pathogens especially those that come in small quantities
Check for organisms present in large quantities in feces such as E. coli - indicators of pollution and presence indicates higher change of pathogen presence
Coliforms: facultative aerobes, gram-neg, no spores, rod-shaped, lactose fermenting + gas within 48 hours at 35°C
- not all intestinal in origin
Fecal coliforms: coliforms from intestines of warm-blooded animals, thermotolerant and grow at 44.5°C
- presence indicates unsafe drinking water - absence does not guarantee safe drinking water (ex. cysts)
Testing for coliforms
Membrane filtration: pass sample through filter, then place filter on agar plate to culture
- Tests 100 ml (large amount) of water
- faster and easier than MPN
MPN: samples added to lactose broth - dilution series of 1ml per tube
- Gas production tests positive color change
- use of statistical estimate to gauge number of coliforms and fecal coliforms in sample
Goals of water treatment
Standard of quality control in Montreal water
remove pathogens, improve clarity, remove bad tasting or smelling compounds, soften the water
treatment intensity depends on water source
Montreal: <10 coliforms/100 ml and <1 fecal coliforms/100 ml
Steps of water treatment
1) Sedimentation - large particles settle to bottom in resevoir
2) Flocculation treatment - chemical coagulation, flocs precipitate and trap fine particles (clay, bacteria, viruses and protists)
- 80% removal - should be clear looking
3) Filtration through sand - remove G. lamblia cysts and remaining bacteria
- 98-99.5% bacteria removal
4) Disinfection - chlorination to kill remaining microbes by oxidation and neutralizes remaining bad tasting compounds
- residual chlorine remains in water after treatment to protect distribution
- Ozone is more effective but shorter half-life
Goal of wastewater (sewage) treatment
Reduce BOD
Destroy pathogens
Steps of primary wastewater treatment
Primary:
1) Screening
2) Sedimentation - +flocculation sometimes, produces primary sludge
- reduces BOD to 25-40% and bacteria by 25-75%
- sludge is incinerated
Steps of secondary wastewater treatment
Secondary: Not done for all wastewater
3a) Trickling filter - liquid sprayed over rocks/honeycomb to form biofilms coating surface and oxidizing organic matter in sewage
- BOD ↓ 80-95% and bacteria ↓ 90-95%
3b) Activated sludge - air blown through liquid and slime-forming bacteria grow and clump into flocs/activated sludge to oxidize organic matter –> settling tank and sludge removed
- BOD ↓ 85-95%, bacteria ↓ 90-98%
4) Sludge can be fermented in anaerobic sludge digester –> CH4 to power plant by methanogenesis
- remaining material can be buried or incinerated
Steps of tertiary wastewater treatment
Further reduction of BOD, N, P and bacteria
Biological treatments - algae ponds
Flocculation
Filtration
Chlorination or ozonation
Final effluent liquid might be suitable for drinking if tertiary treatment is done
Septic tanks
Involve minimal treatment of sewage
Sedimentation with minimal sludge digestion
- BOD reduction 60%
Requires periodic emptying - liquid goes to a leeching field
- still >10,000 coliforms/ml
- soil acts as filter and organisms decompose matter
- contamination of nearby groundwater is a concern (don’t use wells)