[HWTS] W02 - Biological Filtration
slow sand filtration
- been in use for centuries to purify water
- has been adapted for household use
- commonly known as bio-sand filtration
- though superficially similar to rapid sand filtration
- mechanism is quite different
process in biological filtration
- size exclusion: large particles get trapped in sand
- electrostatic effects: adsorption
- biological activity: predation, pathogen die-off
- bio-film develops on the surface of the filtration sand
- mostly invisible to the naked eye, thin-biological layer
- much slower than rapid sand filtration
- bio-sand filters have a long pathogen residence time
- pathogens die off due to lack of food or oxygen
- or bad temperature match
biological filtration design
-
sand bed ~100 cm
- i.e. fairly uniform sand grains needed
- uniformity coefficient: 2 - 3
- effective size D_10: 0.15 - 0.35 mm
- water column above it ~100 cm
- continuous flow
-
filtration rate: 10-30 cm/h as high as 50
- biological active layers should not dry out
- it would die
- a hydraulic control system for this exists
- water outlet is higher than the level of the sand bed
- when a new filter is out online, it takes some time for the bio film to develop
- the ‘ripening’ period - about a month
- the layer that forms is called the schmutzdecke i.e. the dirty layer
- a lot of the filtration takes place in this layer
-
biosand filtration is slow sand filtration scaled down to the household level
- biosand filtration:
- water layer: 5 cm
- sand bed: 55 cm
- grain size: < 0.7 mm
- intermittent flow
- designed for 40 cm/hr
- 600 cm^2 area
- 400 mL/min, 24 L/hr
- concrete housing
- plastic housing
- slow sand filtration:
- water layer: ~100 cm
- sand bed: 55 cm
- grain size: D_10 (0.15 - 0.35 mm)
- continuous flow
- filtration: 10 - 30 cm/hr (as high as 50)
- flow control
- initial ‘ripening’ period
- schmutzdecke
filter cleaning and ripening
- new filter biological layer takes time to develop
- new filter has a high flux rate
- slowly declines over time
- backwashing does not work for bio-sand filtration
- top layer is scraped off and stored for later use
- clean filter when the flow is low
- every 20-60 days
- swirl and dump method is used
- swirling water removes the top layer of clogging
- and the dirty water is dumped
- removes only a part of biofilm layer, much of the dirty layer stays back in the sand
- takes a couple of days to regrow fully
operation of bio-sand filters
- consistent water source
- rain water vs. surface water vs. rain water
- the bio-film microbes get habituated to a certain kind of water source
- also good if the water turbidity is limited to 50 NTU
- low turbidity water preferred
- use filter everyday
- rest period of 1 hour
- 3-4 times
- dissolved oxygen in the water can be consumed, hurts the microbes in the film
- make sure the biologic layer is always wet
- the schmutzdecke will die if it dries
- many setups so have a hydraulic control to keep the outlet above the sand layer
- check for leaks
- check flow rate
- too fast: filtration is not effective
- too slow: filtration needs cleaning
- biosand filtration doesn’t given residual disinfectant
- so storage after removal must be safe
- must be managed hygienically after treatment
removal efficiency
pathogens
- helminths: > 2 LRV
- protozoa: > 2 LRV
- bacteria: > 1-2 LRV
- viruses: < 1 LRV
inorganic pollutants
- turbidity: 85% - 95% removal
- iron: 90% - 95% removal
- arsenic: adapted version with iron source, i.e. iron nails
- competing ions such as phosphorous and silicon can very highly affect performance
- nitrate, nitrate: may increase
considerations
advantages
- simple operation
- no change to taste of water
- reduces turbidity
- can be manufactured on site
- possible long term use ~ 8 years
disadvantages
- need for cleaning, ripening period
- high risk of recontamination
- little effect on chemicals, may nitrify
- heavy
- limited removal of pathogens