l10 Adsor Ion Ex

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Source: NIOSH, 2003. Guidance for Filtration and Air-Cleaning Systems to Protect Building Environments from Airborne

Chemical, Biological, or Radiological Attacks. DHHS (NIOSH) Pub No. 2003-136. National Institute for Occupational Safety

and Health, Centers for Disease Control, Cincinnati, Ohio. April 2003. http://www.cdc.gov/niosh/docs/2003-136/2003-

136c.html. Accessed February 21, 2006.


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Figure by MIT OCW.

Adapted from Culp, G.L., and R.L. Culp. New Concepts in Water Purification. New

York, NY: Van Nostrand Reinhold Co. 1974


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GAC Tank

ource: Metcalf & Eddy Inc.

Wastewater Engineering: Treatment,

isposal, Reuse. McGraw-Hill, New

ork, 1979.

2to3m

Neva clog

screen

4to5m

Surface wash

Carbon bed surface

25 mm

sampling taps

Carbon discharge

Carbon chargeWash

water

Effluent

Influent

Backwash

Backwash

Bolt ring

Full open cover

with porthole

1 to 2 m

}

gure by MIT OCW.


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Granular activated carbon tanks at MMR

Source: MMR, undated. Extraction, treatment and reinjection. Air Force Center for Environmental Excellence, Installation

Restoration Program, Massachusetts Military Reservation. http://www.mmr.org/community/guide/extraction.htm. Accessed

March 7, 2004.


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GAC Breakthrough

Cb

Volume of Water Treated, V

Typical Breakthrough Curve for Activated Carbon

EffluentSoluteConcentration

Cl

Ci C2 Cb

Py

Vb

Exhaustion

Vx

<

Source: Metcalf & Eddy Inc.

Wastewater Engineering: Treatment,

Disposal, Reuse. McGraw-Hill, New

York, 1979.

Figure by MIT OCW.


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0 2 4 6 8 10 12 14

pH

-1.00

-0.50

0.00

0.50

1.00

1.40

FeOH2+

Fe(OH)2+

Fe(OH)3(s)

FeCO3(s)

Fe3+

Fe2+EH,v

-7M

or 5.6 42-, CO2 3

- oC, and Pressure of 1 atm.

Water Oxidized

Water Reduced

Forms of Iron in Water as Function of Redox Potential Versus pH Constructed with Total Iron Activity 10

g/L, 96 mg/L SO Species at 1000 mg/L HCO , Temperature at 25

Figure by MIT OCW.Adapted from: MWH, J. C. Crittenden, R. R. Trussell, D. W. Hand, K. J. Howe, and G. Tchobanoglous.

Water Treatment: Principles and Design. 2nd ed. Hoboken, NJ: John Wiley & Sons, 2005, p. 1571.


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+1.2

+1.6

EH,v

WaterReduced

WaterOxidized

0 2 4 6 8 10 12 14

-1.6

-1.2

-0.8

-0.4

+0.4

+0.8

0

Mn2+

MnO4-

MnO2(s)

Mn2O3(s)

Mn3O4(s)

[Mn]total = 10-6

M Mn(OH)2(s)

Mn(s)

pH

25oC.

Forms of Manganese in Water as Function of Redox Potential Versus pH at a Water Temperature of

Figure by MIT OCW.

Adapted from: MWH, J. C. Crittenden, R. R. Trussell, D. W. Hand, K. J. Howe, and G. Tchobanoglous.

Water Treatment: Principles and Design. 2nd ed. Hoboken, NJ: John Wiley & Sons, 2005, p. 1579.


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l10 Adsor Ion Ex

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