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DISINFECTION

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DISINFECTION CE326 PRINCIPLES OF ENVIRONMENTAL ENGINEERING Iowa State University Department of Civil, Construction, and Environmental Engineering – PowerPoint PPT presentation

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Title: DISINFECTION


1
DISINFECTION
  • CE326 PRINCIPLES OF ENVIRONMENTAL ENGINEERING
  • Iowa State University
  • Department of Civil, Construction, and
    Environmental Engineering
  • Tim Ellis, Associate Professor
  • March 14, 2008

2
HISTORY
  • J_____ S____ and the Broad Street pump in 1854
  • he was able to show that 59 of the 77 c________
    victims used the pump on Broad Street
  • There was a w___________ in the vicinity where
    cholera was endemic but nobody at this workhouse
    got cholera.
  • This particular workhouse had its own w_____.
  • The cause of contamination turned out to be the
    d________ of an infected person that was within
    three feet of the well.

3
Broad Street Pump
4
Chlorination
  • Disinfection of water supplies by c____________
    began in Chicago and New Jersey in 1908,
  • within 2 years chlorination of w_____ s________
    was practiced in N.Y., Montreal, Milwaukee,
    Cleveland, Nashville, Baltimore, and Cincinnati.
  • By 1918, over 1000 c_____ treating more than __
    bgd were chlorinating their water supplies.
  • By 1923 the typhoid death rate had dropped more
    than 90
  • By the beginning of WWII, typhoid, cholera,
    dysentery were practically eliminated in U.S.

5
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6
Theory
  • Chicks Law
  • rate, k, is a function of concentration and time
    (i.e., CT) and type of organism
  • Typical disinfectants
  • Chlorine Cl2 H2O ? HOCl Cl-
  • Chloramines
  • NH3 HOCl ? NH2Cl H20
  • NH2Cl HOCl ? NHCl2 H20
  • NHCl2 HOCl ? NCl3 H20

7
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8
Chlorinators
Pellet dropper
Tablet feeder
9
Chlorinators
Gas 2,000 pound
Courtesy Smith Group Consulting, LLC
10
Chlorine Contact Tank
www.wsd.dst.il.us/tour/imgbig/contact_tk_1.jpg
11
Ozonation
  • strong o_________, but no residual
  • no THM f_________ but other (non-chlorinated)
    DBPs possible
  • often used as a p__________ disinfectant

12
Chlorine Dioxide
  • strong oxidant, but not a powerful as o_____
  • dose limited to 1.0 mg/L due to health concerns
    of chlorite and c_______
  • residual is not long l_______

13
Ultraviolet (UV) Light
  • uses thin layer of water and mercury vapor arc
    l______ emitting UV in the range of 0.2 to 0.29
    micron
  • depth of light p_________ limited to 50 - 80 mm
  • powerful, but no residual

14
ADSORPTION
  • takes advantage of physical/chemical bond of
    pollutant with adsorbent (typically g_________
    activated carbon or p_________ activated carbon)
  • one ounce of GAC has a surface area of _____
    acres
  • good process for removal of
  • THMs
  • DBPs
  • SOCs
  • VOCs

15
ADSORPTION
  • PAC dose is typically _____ mg/L can be as high
    as _____mg/L
  • GAC can be used instead of a________ in dual
    media filters,
  • called filter adsorbers
  • must replace GAC every ____ years
  • separate stage adsorption unit (contactor unit)
  • GAC must be replaced or regenerated every __ to
    ___ months

16
Particle Size vs. Treatment Alternatives
17
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18
Membrane Treatment
Macromolecules Smaller Particles
Large Suspended Particles
Divalent salts
Monovalent salts
Water
MF
UF
NF
RO
Micro filtration (MF) - bacteria, algae, clay,
large MW humic acids Ultra filtration (UF) -
humic acids, viruses, protein Nanofiltration (NF)
viruses, divalent salts Reverse Osmosis (RO)
monovalent salts
19
Reverse Osmosis
20
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21
4-stage Reverse Osmosis Unit with Tank and Faucet
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