Civil Engineering Reference
In-Depth Information
Table 16.6
Comparison of POU nanotechnology-based water purifi cation technologies (adapted from Hillie
et al.
, 2007b)
Contaminants removed
Amount of water treated
Cost (US$)*
Ease of use
Technology
type
Flow rate/
water quantity
Useful
life
Labour
demands
Setup and
use
Biological
Organic
Inorganic
Unit
Filter/media
Maintenance
Cell pore
Bacteria
U
Arsenic
Lead
Other U
U - 100X
>
other
organic
membranes
U
U-
U -
competitive
Unskilled
Moderate
- biolayer
must be
established
Biweekly fi lter
cleaning
retrofi tted
Nanopore
Bacteria
Coliform
Fecal
Coliform
Fungi
Viruses
U
U
V*** - source
water
quality and
membrane
size
U
Unskilled
Easy
Infrequent
steam
sterilization
SAMMS
No
No
Arsenic
Cadmium
Chromium
Lead
Mercury
Radionuclides
Other U
U - 13X
>
Indefi nite
$150/kg
Unskilled
and
trained
Moderate
Occasional
regeneration
by trained
person
other
adsorbents
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