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Oxygen Requirements

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    Monroe L. Weber-Shirk  School of Civil and

     Environmental Engineering

     Nutrient Removal Project

    !"#gen Re$uirement%

    &! 'robe

    Stir bar (ir )em'erature 'robe

    Pre%%ure

    %en%or 

    *i%tor# of *uman Wa%te

     Nutrient Removal Project

    &i%%olved o"#genmea%urement%

    !"#gen )ran%fer 

    http://ceeserver.cee.cornell.edu/mw24/Default.htmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/faculty/info.cfm?abbrev=faculty&shorttitle=bio&netid=mw24http://www.cornell.edu/http://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://www.cee.cornell.edu/index.cfmhttp://ceeserver.cee.cornell.edu/mw24/Default.htm

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    E"creta &i%'o%al

    Land (''lication

    When 'o'ulation den%itie% +ere lo+ e"creta di%'o%al+a% an individual 'roblem.

    (% citie% gre+ it +a% no longer 'o%%ible for

    individual% to 'ractice ,direct land a''lication. efore /011 cit# re%ident% 'laced ,night %oil in

     bucket% along %treet% and +orker% em'tied the +a%teinto ,hone#+agon tank%.

    )he +a%te +a% tran%'orted to rural area% for di%'o%alon farm land. )he hone#+agon %#%tem 're%erved thee%%ential feature of land a''lication of the +a%te.

     Nutrient Rec#cle

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    )oilet%

    2ntil about /031 even the member% ofCongre%% +ere re$uired to go out%ide and

    +alk do+n Ca'itol *ill to 'riv# facilitie%. /031-/411 )he flu%h toilet came into

    general u%e in the 2.S. during the la%t halfof the nineteenth centur#.

    5ntroduction of the toilet coincided +ith 666666 66666.central heat

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     Night Soil v%. Se+er%

    &utch engineer Charle% Liernur advocated dr#

    di%'o%al. *e claimed underground %e+er% +ould

     be the %ource of 66666666 66666 giving ri%e to

    %ickne%% and death.

    Engli%h engineer ald+in Latham %u''orted +ater

    carriage of e"creta. Latham 'roceeded +ith the

    in%tallation of a +ater carriage %#%tem forCro#don7 +here he +a% engineer of 'ublic +ork%.

    )he +ater carriage %#%tem led to an immediate

    decrea%e in the death rate in the citie% that in%talled

    it.

    no"iou% ga%e%

    ut +hat about the citie% do+n%tream8

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    Conver%ion of Storm Se+er% to

    ,Sanitar# Se+er%

    )oilet% +ere connected to e"i%ting %torm

    %e+er%

    )he %torm drain %#%tem% di%charged directl#

    to %tream%7 lake%7 and e%tuarie% +ithout

    treatment

    )reatment of +a%te+ater onl# became an

    i%%ue after the %elf-'urification ca'acit# of

    the receiving +ater% +a% e"ceeded and

     66666666 6666666666 became intolerablenui%ance condition%

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    Wa%te+ater into Stream%

    Enter Environmental Engineering9

    &rinking +ater treatment began to receive attention inthe /011%.

    London7 and citie% on the :reat Lake% found

    them%elve% draining their ra+ %e+age into the %ame bod# of +ater from +hich the# took their drinking+ater. Chicago %olved thi% 'roblem b# rever%ing the flo+ of the

    Chicago river and %ending it% +a%te through a canal to the

    5llinoi% River to the Mi%%i%%i''i. Engli%h engineer% tackled the 'roblem b# develo'ing

    treatment techni$ue% for both +a%te+ater and drinking +ater.

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    Evolution of )reatment :oal%

    Solid% ;%edimentation<

    !& ;activated %ludge<

     Nitrification ;convert ammonia to nitrate<

    &enitrification ;convert nitrogen to N=<

    Pho%'horu% ;get bacteria to take u' 'ho%'horu% %o 'ho%'horu% can be removed

    +ith the %ludge<

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     Nutrient Removal Project

    )he challenge build an automated+a%te+ater treatment 'lant that remove%

    organic carbon and ;if +e have timeariou% nitrogen removal %trategie%

    Maintain high cell concentration% u%ingmembrane filter% or %edimentation

    We need to monitor o"#gen level%

    We need air o" en ?

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    !"#gen Probe

    anode cathode = =@ @ =e H O H O- ++ + ®

    !"#gen 'ermeable membrane

    ( 1.0 > >oltage %ourceCurrent meter 

    ACl electrol#te!Bring

    1 nanoam'% t#'icalat DC and /

    atmo%'here in air.

    !"#gen con%um'tion le%%than /1-D gram% of o"#gen

     'er hour ;le%% than 1./ FL of

    o"#gen 'er hour< in air.

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    &i%%olved !"#gen Probe )heor#

    (''lied 1.0 > reduce% != to *=! at the cathode and

    kee'% the != concentration ver# lo+

    )he cell i% %e'arated from %olution b# a ga% 'ermeable

    membrane that allo+% != to 'a%% through )he rate at +hich o"#gen diffu%e% through the ga%

     'ermeable membrane i% 'ro'ortional to the difference ino"#gen concentration acro%% the membrane ;'ro'ortional

    to the o"#gen concentration in the %olution< !"#gen reduction 'roduce% a current that i% mea%ured b#

    the meter 

    = =@ @ =e H O H O- ++ + ®

    m m

    C  J D

     x

    D=-

    D

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    &i%%olved !"#gen Probe

    Calibration

    Single 'oint ;linear< calibration at %aturation

    Saturation concentration)em'erature de'endence

    (tmo%'heric 're%%ure de'endence

    Membrane tem'erature effect

    &iffu%ion through membrane i% a function oftem'erature

    Linear calibration coefficient

    E$uation for calculating &!

    ( )1.13; <   ref  

    T T 

    membranek T  e-

    =

    ( )1.13ref  T T 

    kV C 

    e -=

    ( )GG

    cal membrane cal 

    cal 

    C k T k 

    V =

    H

    D

    0

    4

    /1

    //

    /=

    /1 =1 1 @1

    )em'erature ;C <

       '   '   m

    =

    /D=D=./13G

    T O

    C P  eæ ö

    -ç ÷è ø=

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    What Control% !"#gen )ran%fer8

     666666666666666666666 

     666666666666666666666

     666666666666666666666 

     666666666666666666666 

     66666666666666666666666666666666666666 

     666666666666666666666 

    &eficit

    tran%fer coefficient

    ubble %urface area

    ubble re%idence time

    )urbulence

    7

    I; G

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    (eration

    5nitial !"#gen &eficit7 No !&

    C*

    C

    t

    Do = 5 mg/L

    3 mgJL

    C* = oxygen concentration in e!i"i#ri!m $it% atmo&'%

    Where i% the be%t data for calculating 87I

    v l k 

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    Mea%uring the )ran%fer

    Coefficient

    S'ecific for a 'articular reactor

    de%ignJconfiguration and for a %'ecific flo+

    rateWe +ant to kno+ ho+ the tran%fer

    coefficient varie% +ith flo+ rate ;%o +e can

    e%timate ho+ much o"#gen +e aredelivering<

    7I

    v l k 

    G

    7 1G

    1

    Iln ;

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    (eration Method%

    &iffu%ed (eration S#%tem%

    ;com're%%ed air 'um'ed into

    aeration tank%<Porou% diffu%er%

    Ceramic

    Pla%tic membrane% Non-'orou% diffu%er% ;hole in a 'i'e<

    Mechanical (eration S#%tem%

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    !"#gen )ran%fer Efficienc#

    ;!)E<

    Percentage of the ma%% of o"#gentran%ferred into the +ater divided b# the

    ma%% of o"#gen %u''lied to the +ater Kou +ill calculate !)E for #our %#%tem

    !)E +ill be le%% under +a%te+ater

    condition%Lo+er o"#gen %olubilit# ;%alt%7 organic matter<

    Lo+er %urface ten%ion

    7

    I ; G <v l 

    dC k C C 

    dt 

    = -

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    !"#gen )ran%fer Efficienc#

     != di%%olved J != delivered

    *o+ do +e mea%ure the rate that o"#gen i%

    di%%olving8

    =

    =

    o

    O

    V dC n MW dt 

    ( =

    ( )G7Iv l dC 

    k C C 

    dt 

    = -

    ( )=

    =

    G

    7I

    o v l 

    O

    V n k C C  

     MW ( = -

    !ur goal i% to mea%ure thi% in lab

    ut dC/dt  varie% +ith o"#gen deficit

    (fter +e have mea%ured the tran%fer

    coefficient +e can ea%il# calculate

    the o"#gen tran%fer rate

    Com'are +ith %u''lied != flo+ rate

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    Standard !"#gen )ran%fer

    Efficienc# ;S!)E<

    Ma%% of o"#gen tran%ferred under %tandard

    condition% 'er unit of power in'ut

    =1C ero di%%olved o"#gen in the li$uid 'ha%e

    Clean +ater 

    :iven b# manufacturer% of aeration e$ui'ment

    :enerall# bet+een /.= =.D kg != 'er kWh

    ield !"#gen )ran%fer Efficienc# ;!)E< i%

    %ignificantl# lo+er 

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    (ir Su''l# &e%ign Oue%tion%

    *o+ much o"#gen +ill be re$uired b# the+a%te+ater8

    *o+ much air +ill need to be %u''lied8 Number of diffu%er%

    Reactor configuration ;%hallo+ v%. dee'<

    *o+ +ill +e %u''l# the air8Peri%taltic 'um' ;can be com'uter controlled<

    Laborator# com're%%ed air ;/11 kPa %ource<

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    &iffu%er (ir Su''l# &e%ign

    5f +e u%e the laborator# air %u''l# for the NRP ;/11kPa< ho+ could +e regulate air flo+8

    We ma# need to u%e the 'eri%taltic 'um' for another 'art of the 'roce%%.

    We have com'uter controlled %olenoid valve%.

    (n# idea%8

    Ea%# %olution%8 :reat %olution%8

    What +ould #ou like the ca'abilitie% of thi% device to be8

    *o+ could #ou give the device the ca'abilitie% #ou

    +ant8

    Electromagnet turn% on and off 

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    Pre'aration for Lab

    Read the %ection on Proce%% Control ;Page%/=/-/=3 in the Lab Manual<

    Come read# to 'la#(%k lot% of $ue%tion%9

    Make it #our goal to under%tand a% much of

    the %#%tem a% #ou can9Kou +ill be a%%embling the airflo+ control

    hard+are

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    Lab Setu'

    S1(ir Su''l#

    N1   N2

    &! 'robe

    Stir bar 

    )em'erature 'robe

    =11 kPa

    Pre%%ure%en%or 

     Needle >alve%

    Solenoid >alve

    (ccumulator 

    D kPa

    Pre%%ure

    %en%or 

    S2


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