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  • 7/23/2019 Project on Treatment of Dye by Hydro-dynamic Cavitation Process

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    Waste Water Treatment Of Dyes By Hydrodynamic Cavitation Process

    Chapter 1

    Introduction

    1.1 Water a precious resource

    Water covers about 71% of the Earths surface! and is vita" for a"" #no$nforms of "ife On Earth!

    &7 % of the '"anets $ater is found in oceans! 17% in(round$ater! 17% in ("aciers and the ice

    ca's of )ntarctica and *reen"and! a sma""fraction in other "ar(e $ater bodies On"y +,% of the

    Earths $ater is fresh $ater! and&--% of that $ater is in ice and (round$ater .ess than /0% of

    a"" fresh$ater is inrivers! "a#es! and the atmos'hereafe drin#in( $ater is essentia" to humans

    and other "ivin( "ife Water is the#ey to "ife2 a crucia" resource for humanity and the rest of the

    "ivin( $or"d Everyoneneeds it and not 3ust for drin#in( ociety uses $ater to (enerate and

    sustainedeconomic (ro$th and 'ros'erity! throu(h activities such as farmin(! commercia"fishin(!

    ener(y 'roduction! manufacturin(! trans'ort and tourism The mostcha""en(in( 'rob"em in

    todays $or"d is mana(in( the su''"y and avai"abi"ity of safedrin#in( $ater for a"" human and

    "ivin( creatures on this earth Water scarcity hasemer(ed as a 'rominent issue for communities

    across the country 4ear"y everyre(ion of the country has e5'erienced $ater shorta(es in the "ast

    five years Watersu''"ies have decreased due to the dryin( u' of streams! the dec"ine of

    (round$ater"eve"s because of over 'um'in(! contamination of $ater resources! and an increase

    in drou(ht conditions caused by c"imate chan(e The increase in human 'o'u"ation!6rbaniation

    and ever8increasin( industria"iation causes de'"etion and contamination of our 'recious $ater

    resources The society is "ess concerned about the conservationand 'rotection of our $ater body

    from bein( 'o""uted Each year more than fivemi""ion 'eo'"e die from $ater8re"ated disease and

    around one bi""ion 'eo'"e do nothave accesses to safe drin#in( $ater and sti"" $e are

    deterioratin( this 'recious natura"resource On"y 1% of the tota" fresh $ater on the earth is

    avai"ab"e for drin#in( 'ur'ose throu(h the different $ater bodies such as river! "a#es! 'ond etc

    Des'ite thisfact that the $or"ds 'o'u"ation is (ro$in( by rou(h"y -/ mi""ion 'eo'"e each

    yearand demand for fresh$ater is increasin( by 9: bi""ion cubic meters a year $e are 'o""utin(

    this on"y avai"ab"e ;1%< form of $ater by contaminatin( this $ith $aste

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    1.2 Water availability and use in India

    =ndia accounts for +:,% of "and area and :% of $ater resources of the $or"d but re'resents 19%

    of the $or"d 'o'u"ation Tota" uti"iab"e $ater resource in thecountry has been estimated to be

    about 11+0 bi""ion cubic meter ;BC>< ;9&/ BC>from surface and :00 BC> from (round

    $hich is 3ust +-% of the $ater derivedfrom 'reci'itation )bout -,% ;9-- BC>< of $ater usa(e

    is bein( diverted forirri(ation! $hich may increase to 1/7+ BC> by +/,/ >a3or source for

    irri(ation is(round$ater )nnua" (round$ater rechar(e is about :00 BC> of $hich +1+,

    BC>is used for irri(ation and 1-1 BC> for domestic and industria" use ;C*WB! +/11

    further reduce to 10:1 m0 in+/+, and11:/ m0 in +/,/ Hence! there is an ur(ent need for

    efficient $ater resourcemana(ement throu(h enhanced $ater use efficiency and $aste $ater

    recyc"in(

    1.3 Water pollution

    When to5ic substances enter "a#es! streams! rivers! oceans! and other $aterBodies! they (et

    disso"ved or remain sus'ended in $ater or (et de'osited on the bed This resu"ts in the 'o""ution

    of $ater $hereby the ?ua"ity of the $ater deteriorates!affectin( a?uatic ecosystems Po""utants

    can a"so see' do$n and affect the(round$ater de'osits

    Water 'o""ution has many sources The most 'o""utin( of them are the citye$a(e and industria"

    $aste dischar(ed into the rivers The effects of $ater 'o""utionare not on"y devastatin( to 'eo'"e

    but a"so to anima"s! fish! and birds Po""uted $ateris unsuitab"e for drin#in(! recreation!

    a(ricu"ture! and industry =t diminishes theaesthetic ?ua"ity of "a#es and rivers >ore serious"y!

    contaminated $ater destroys a?uatic "ife and reduces its re'roductive abi"ity Eventua""y! it is a

    haard to humanhea"th 4obody can esca'e the effects of $ater 'o""ution

    1.4 Wastewater Treatment Technologies

    Waste$ater Treatment P"ant is a faci"ity desi(ned to receive the $aste fromdomestic!

    commercia"! and industria" sources and to remove materia"s that dama(e$ater ?ua"ity and

    com'romise 'ub"ic hea"th and safety $hen dischar(ed into $aterreceivin( systems The 'rinci'a"

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    ob3ective of $aste$ater treatment is (enera""y toa""o$ domestic and industria" eff"uents to be

    dis'osed off $ithout dan(er to humanhea"th or unacce'tab"e dama(e to the natura"

    environment>ethods of treatment in $hich the a''"ication of 'hysica" forces 'redominateare

    #no$n as unit o'erations. >ethod of treatment in $hich the remova" ofcontaminants is brou(ht

    about by chemica" or bio"o(ica" reactions are #no$n as a unit'rocesses. )t the 'resent time! unit

    o'erations and 'rocesses are (rou'ed to(ether to'rovide various "eve"s of treatment #no$n as

    're"iminary! 'rimary! advanced 'rimary!secondary ;$ithout or $ith nutrient remova"< and

    advanced ;or tertiary< treatment ;seeTab"e 1+etca"f A Eddy!:thed

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    1.5 Cavitation

    Cavitation is defined as the 'henomena of the formation! (ro$th andubse?uent co""a'se of

    micro bubb"es or cavities occurrin( in e5treme"y sma"" interva" of time ;mi""iseconds< and at

    mu"ti'"e "actations in the reactor! re"easin( "ar(e >a(nitudes of ener(y The effects of cavity

    co""a'se are! creation of hot s'ots!re"easin( hi(h"y reactive free radica"s! c"eanin( of so"id

    surfaces! and enhancement = mass transfer rates The co""a'se of bubb"es (enerates "oca"ied

    hot s'ots $ithtransient tem'erature of about 1/!/// ! 'ressures of about +/// atm ;Diden#o

    et a"1&&&

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    *o(ate! +/1+any researchers have re'orted that u"trasonic irradiation 'rocess $as ca'ab"e

    of de(radin( Farious reca"citrant or(anic com'ounds such as 'heno" com'ounds! ch"oroaromatic

    Com'ounds! a?ueous carbon tetrach"oride! 'esticides! herbicides! benene com'ounds!

    'o"ycyc"ic aromatic hydrocarbons and or(anic dyes The fre?uency of u"trasound! irradiatin(

    surface! intensity of sound $ave! ca"orimetric efficiency of u"trasonic E?ui'ment ;'o$er

    dissi'ated into the system 'er unit 'o$er su''"ied

    medium and the 'resence of air and so"id Partic"es are the im'ortant 'arameters $hich affects the

    cavitationa" efficiency o )coustic cavitationa" reactor

    1.5.2 !ydrodynamic cavitation

    One of the a"ternative techni?ues for the (eneration of cavitation is the use of hydrau"ic devices

    $here cavitation is (enerated by the 'assa(e of the "i?uid throu(h Constriction such as va"ve!

    orifice '"ate! venturi etc ;*o(ate and Pandit! +///I enthi"umar and Pandit! 1&&&I >oho"#ar et

    a"! 1&&&I *o(ate and Pandit! +//,I >oho"#ar and Pandit! +//1

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    Chapter 2

    "iterature #urvey

    2.1 Introduction

    Waste$ater treatment ;WWTP< has deve"o'ed a "ot over the "ast fe$ decades

    @rom a sma"" system! it has become a hu(e industry no$ The most common method to treat the

    $aste$ater is the activated s"ud(e 'rocess! $here treatment is done by uti"iin( different

    microor(anisms under different o'eratin( conditions )"thou(h a si(nificant im'rovement has

    been achieved in $aste$ater treatment! sti"" the (eneration of s"ud(e or bioso"ids has remained

    'rob"ematic Primary and secondary c"arification is the t$o unit o'erations $hich (enerate

    s"ud(e in a $aste$ater treatment '"ant "ud(e recovered from the 'rimary c"arifier is ty'ica""y

    readi"y de(radab"e com'ared to the secondary s"ud(e (enerated from biomass $hich is more

    resistant to de(radation ) si(nificant 'ortion of money is s'ent to treat and dis'ose of this

    s"ud(e =n WWTPs

    To reduce the amount of s"ud(e as $e"" as to im'rove the s"ud(e ?ua"ity! different disinte(ration

    techno"o(ies have been a''"ied in the s"ud(e treatment 'rocess Disinte(ration techno"o(ies he"'

    to fra(ment the ce"" $a"" and re"ease the intrace""u"ar com'ounds by the a''"ication of different

    'hysica" or chemica" methods Disinte(rated s"ud(e can be used in both aerobic and anaerobic

    bio"o(ica" 'rocesses as a substrate Disinte(rated s"ud(e can be further treated in one of the

    fo""o$in( $ays

    )naerobic di(estion can be im'roved as $e"" as acce"erated by first a''"yin( disinte(ration to

    $aste s"ud(e Disinte(ration he"'s to acce"erate the hydro"ysis 'rocess by disru'tin( the ce""

    $a""s and re"easin( the or(anic matter inside the ce""! $hich is the "imitin( ste' in the di(estion

    'rocess Disinte(rated s"ud(e im'roves biomass 'roduction in an anaerobic di(estion 'rocess

    and it im'roves 'hos'horus recovery and the nutrient remova" 'rocesses by transferrin( the

    activated s"ud(e so"ids into the "i?uid 'hase=n a $aste$ater nitro(en remova" treatment 'rocess!

    disinte(rated s"ud(e can be used as a source of carbon for (entrification

    Disinte(rated s"ud(e can be a''"ied to reduce s"ud(e bu"#in( and foamin( in an activated s"ud(e

    Treatment 'rocess by brea#in( u' the fi"amentous structure and "ar(er f"oc#s ome of the

    common disinte(ration 'rocesses are (iven in Tab"e 1 )"" the methods have been deve"o'ed $ith

    a common (oa" to achieve 'artia" or com'"ete "ysis of the ce""! $hich means the destruction and

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    re"ease of the or(anic matter inside in the bacteria" ce"" E5trace""u"ar 'o"ymeric substances may

    a"so be de(raded by these disinte(ration techni?ues

    Tab"e 1 Different methods of disinte(ration ;,ore $or# needs to be done to find out the behavior of this instrument under

    hi(h fre?uency and hi(h dissi'ation conditions Hi(her fre?uencies of o'eration are suitab"e for

    the destruction of 'o""utants u' to an o'timum va"ue $hich de'ends on the characteristics of the

    'o""utant Fery fe$ investi(ations have been made on the destruction of 'o""utants usin( hi(her

    fre?uencies as its difficu"t to o'erate at fre?uencies (reater than +// #H unnin( a sono

    chemica" reactor at hi(her fre?uencies in continuous o'eration at a "ar(er sca"e is difficu"t as it

    causes erosion of the transducer surface Po$er re?uirement increases $ith fre?uency and this

    can ma#e the 'rocess uneconomica" due to the fact that a "ar(e amount of su''"ied ener(y $i"" be

    used on"y for the (eneration of the cavities >u"ti'"e fre?uencies 'roduce more intense cavitation

    than sin("e fre?uency o'eration and resu"ts in hi(her yie"d of transformation but $ith minima"

    'rob"ems of o'eration With an increase in cavitationa" activity! "ar(er vo"umes of eff"uent can be

    treated effective"y 6"trasonic 'robes $ith hi(her irradiatin( surface areas are more ener(y

    efficient as they ensure the uniform dissi'ation of ener(y;-achnic#a et a" combined hydrodynamic cavitation $ith anaerobic

    di(estion and sho$ed that bio(as 'roduction increased u' to 101% $ith the addition of 0/% of

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    vo"ume disinte(rated s"ud(e in the fermentation 'rocess They used a 1+ mm no"e for the

    (eneration of cavitation =t $as a"so re'orted that so"ub"e COD increased by +-: m(G. after

    a''"ication of cavitation for &/ minutes! sho$in( evidence that the or(anic matter and 'o"ymer

    in the activated s"ud(e $as transferred from the so"id 'hase to the "i?uid 'hase Hydrodynamic

    cavitation $as sho$n to im'rove 'hos'horus remova" and recovery in the form of struvite by

    so"ubi"iin( 'hos'horus and ammonium nitro(en! as $e"" as 'otassium! ma(nesium and ca"cium

    cations from the so"id 'hase to the "i?uid imi"ar resu"ts $ere obtained $hen this techno"o(y

    $as a''"ied to the foam co""ected from a fu"" sca"e enhanced bio"o(ica" nutrient treatment

    remova" '"ant Huan( et a" demonstrated that de$ater abi"ity of s"ud(e can be im'roved by

    a''"yin( hydrodynamic cavitation;1-artin and *a"ey used static

    mi5ers in their study and observed an increasin( mass transfer coefficient $ith decreasin( $ater

    f"o$ rate and increasin( (as f"o$ rate =t has a"so been that oone transfer efficiency in static

    mi5ers increases $ith an increase in the 'ressure dro' or a decrease in (asG"i?uid ratio and that

    transfer is inde'endent of oone "oadin( )s static mi5ers are not used fre?uent"y $ith

    $aste$ater! more studies are re?uired to ca"cu"ate the ener(y re?uirement! as the 'ressure dro'

    $ou"d be hi(her due to the sus'ended so"ids and other eff"uent 'ro'erties com'ared to $ater

    containin( microor(anisms

    Tab"e : o"ubi"ity of oone and o5y(en in $ater

    2.4.2 -one in water treatment

    Oone is used for the treatment of $aste$ater as $e"" as for the disinfection of $ater )s a

    'o$erfu" o5idant! oone is used to o5idie a variety of contaminants 'resent in $ater and

    $aste$ater ome of the a''"ications of oone in $ater treatment are "isted in Tab"e , Oone is

    a"so used to increase the biode(radabi"ity of or(anic com'ounds =n $aste$ater treatment '"ants

    oone can be used as a 're8treatment before the bio8di(estion and a"so can be used in the recyc"e

    "oo' to reduce the overa"" s"ud(e 'roduction in the '"ant;++ost of the studies $ere focused on thede(radation of different 'o""utants

    usin( sin("e or mu"ti'"e ho"e orifice '"ates andsyner(etic effect of hydrodynamic cavitation and

    other additives 4o studies havebeen found on the com'arison of venturies of different sha'es

    and orifice '"ate andthe subse?uent effect of the cavitatin( device on the de(radation #inetics

    )sdiscussed ear"ier the (eometry of a cavitatin( device has a stron( inf"uence on theentire

    cavitation ;ince'tion! (ro$th and co""a'se< behaviours The C@D ana"ysis byBashir et a" ;+/11oyno 00+! \ h'! +/- F)C

    contro""ed The sam'"es $ere co""ected from the tan# and du'"icate measurements $ere made for

    a"" the sam'"es;+:ethods ,01/ B ;)PH) et a"! +//,< by usin( a =.

    ,,/ TOC8T4 ana"yer ;C)

    =n case of the sam'"es ta#en after &/ minutes! 0 m. and , m. of fi"tered sam'"e $ere used to

    measure the BOD,

    4.4.4 /iodegradable C*

    ) sim'"e batch reactor $as used to determine the readi"y biode(radab"e COD as i""ustrated in

    @i(ure & )n Er"enmeyer f"as# of 1 . vo"ume $as used as a reactor )ir $as su''"ied

    continuous"y by usin( a sma"" tube at the bottom of the f"as# and a ma(netic stir '"ate and stir bar

    $ere used to #ee' the contents of the reactor in sus'ension The $ater "oss due to eva'oration

    $as accounted for and re'"aced by disti""ed $ater The e5'eriment $as o'erated at room

    tem'erature The sides of the reactor and aeration tubin( $ere c"eaned re(u"ar"y by usin( a bott"e

    brush to ensure the sus'ension of biomass in the reactor am'"es co""ected initia""y and after &/

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    minutes of a''"ication of oone8hydrodynamic cavitation $ere assessed for so"ub"e

    biode(radab"e COD =n both cases! +// m. of fi"tered sam'"e $ere ta#en from the reactor and

    then + m. of activated s"ud(e from the 'i"ot '"ant $as added Phos'hate buffer $as added to

    both reactors to maintain the 'H around 7/ =nitia" so"ub"e COD $as measured am'"es $ere

    ta#en from the reactor and so"ub"e COD $as measured unti" the so"ub"e COD stabi"ied in the

    reactor ;1,8+/

    a"so have a critica" inf"uence on a?uatic biota! and every #ind of or(anism has a ty'ica" sa"inity

    ran(e that it can to"erate >oreover! the ionic com'osition of the $ater can be critica" @or

    e5am'"e! c"adocerans ;$ater f"eas< are far more sensitive to 'otassium ch"oride than sodium

    ch"oride at the same concentration Conductivity $i"" vary $ith $ater source2 (round $ater!

    $ater drained from a(ricu"tura" fie"ds! munici'a" $aste $ater! rainfa"" Therefore! conductivity

    can indicate (round$ater see'a(e or a se$a(e "ea# Conductivity is measured by a 'robe! $hich

    a''"ies vo"ta(e bet$een t$o e"ectrodes The dro' in vo"ta(e is used to measure the resistance of

    the $ater! $hich is then converted to conductivity Conductivity is reci'roca" to resistance and is

    measured in the amount of conductance over a certain distance The conductivity unit has been

    ca""ed ^mho_ because it is the inverse of ^ohm_! the resistance unitThe basic unit is mhoGcm!

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    other$ise #no$n as 1 iemenWe have ta#en the resu"ts for above terms and discussed the

    re"ation of resu"ts to our 'ro3ect to'ic These discussion is made in fo""o$in( cha'ter

    Chapter 5

    esults and *iscussion

    5.1 Introduction

    =n this cha'ter e5'erimenta" resu"ts are 'resented! com'ared and discussed for 're8treatment ie!

    cavitation )''"icabi"ity of the disinte(rated s"ud(e is a"so discussed

    +ercentage o% %ree area %or the %low

    To ?uantify the effect of free area on the cavitation intensity a 'arameter ca""ed

    is introduced $hich is the ratio of the tota" 'erimeter of the ho"e to the tota" area of the o'enin(

    Q Tota" 'erimeter of the ho"es G Tota" area of o'enin(

    Q n R +S ;dhG+< G ;dhG+

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    simi"ar trend for iodine "iberation! e5ce't $ith a different order of ma(nitude This $as due to

    the fact that a hi(her va"ue of co""a'se 'ressure is re?uired forrhodamine B de(radation

    com'ared to the decom'osition of = =t $as a"so observed that a '"ate $ith a "ar(er number of

    ho"es 'roduced a hi(her rate of de(radation $ith the same va"ue!$hich $as a"so confirmed by

    umar in a bubb"e dynamics mode" On the other hand cavity co""a'se 'ressure decreased $ith

    an increase of free f"o$ area Thus for a certain f"o$ area! an orifice '"ate $ith a "ar(er number

    of ho"es $ith a sma"" diameter $i"" (ive a better cavitation effect! as a "ar(er number of cavities

    e5'eriences hi(her turbu"ence due to the increase of shear "ayer;19oreover the cavitation number ;CF< $as

    ca"cu"ated from the e?uation +1 Cavitation (enera""y occurs at CvN1 The cavitation numbers

    ca"cu"ated for the in"et 'ressures of 0, 'si $as /,:indicatin( the stron( "i#e"ihood that cavitation

    $as occurrin( @or both ca"cu"ations! atmos'heric 'ressure $as ta#en as recovered 'ressure

    5.3 Chemical Aygen *emand (C*)&

    o"ubi"isation of s"ud(e $as assessed in terms of the (eneration of so"ub"e COD ;COD

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    indicated that the tota" COD of the s"ud(e $as a''ro5imate"y 17// m(G. $hich means that after

    about + hours of treatment! ,/% of the s"ud(e $as so"ubi"ised

    TIMEplate1mm

    plate2mm

    plate 1mm 5!le

    plate 2mm5 !le

    0 1500 1500 1500 150030 1445 1458 1456 146660 1220 1330 1340 1345

    90 1032 1038 1046 1058

    120 867 873 888 909

    Tab"e 72 COD F Time

    0 20 40 60 80 100 120 140

    850

    950

    1050

    1150

    1250

    1350

    1450

    1550

    plate 1mm plate 2mm plate 1mm 5 !le plate 2mm 5 !le "#E$%

    "#E$% "#E$% "#E$%

    time

    COD

    @i(ure -2 Concentration of COD $ith in"et 'ressures in hydrodynamic cavitation treatment

    Based on the concentration of COD obtained in the e5'eriments it can be conc"uded that (reater

    so"ubi"isation of s"ud(e $as obtained in the combined a''"ication of oone and cavitation at

    hi(her in"et 'ressure and a"so the rate of so"ubi"isation decreases $ith time

    5.4 #oluble total organic carbon (TC)

    The amount of or(anic matter re"eased by s"ud(e so"ubi"isation $as estimated by measurin(

    so"ub"e TOC @i(ure 1& i""ustrates the amount of TOC re"eased for the combined! as $e"" as

    individua" a''"ication of oone and cavitation in the short term e5'eriments On"y cavitation did

    not 'roduce any si(nificant re"ease of so"ub"e TOC com'ared to the other treatments @i(ure +/

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    i""ustrates the effect of in"et 'ressure on or(anic matter re"ease =t $as observed that after /

    minutes of treatment! the TOC concentration $as about -&1- ''m usim( an in"et 'ressure of 0,

    'a!for a"" '"ates! $hereas at after 1+/ min TOC concentration for /&, mm orifice '"ate $as

    01:9''m $hich $as minimum as com'ared to other '"ates

    )mon( a"" the '"ates a''"ied! the /&,mm orifice '"ate demonstrated the hi(hest re"ease of

    or(anic carbon at the hi(her in"et 'ressure due to a hi(her rate of so"ubi"isation of the s"ud(e The

    concentration of TOC continued to increase $ith time! indicatin( the re"ease of or(anic matter

    due to the ce"" disru'tion

    Tab"e -2 TOC vs time

    0 5 10 15 20 25 30 35 40 450

    10

    20

    30

    40

    50

    60

    70

    80

    90

    100

    plate 1mm plate 2mm plate 1mm &5 !le' plate 2mm &5 !le'

    t(me

    TOC

    @i(ure &2 e"ease of so"ub"e tota" or(anic carbon usin( different disinte(ration conditions

    Dept. Of CHEMICAL Page 36

    TIMEplate1mm

    plate2mm

    plate 1mm &5!le' plate 2mm &5 !le'

    0 92.18 92.18 92.18 92.18

    10 60.65 62.25 63.26 69.645

    20 46.533 58.63 50.56 62.36

    30 41.235 51.36 42.35 49.54

    40 34.26 45.36 36.64 46.26

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    5.5Total dissolved solids (T*#)&

    The amount of disso"ved so"ids re"eased by s"ud(e so"ubi"isation $as estimated by measurin(

    TD @i(ure 1& i""ustrates the amount of TD re"eased for the hydrodynamic cavitation in the

    short term e5'eriments On"y cavitation did not 'roduce any si(nificant re"ease of so"ub"e TD

    com'ared to the other treatments =t $as observed that after / minutes of treatment! the TD

    concentration $as about 10&1- ''m usin( an in"et 'ressure of 0, 'si!for a"" '"ates! $hereas at

    after 1+/ min TD concentration for /&, mm orifice '"ate $as &1:9''m $hich $as minimum

    as com'ared to other '"ates

    )mon( a"" the '"ates a''"ied! the /&,mm orifice '"ate demonstrated the hi(hest re"ease of

    disso"ved so"ids at the hi(her in"et 'ressure due to a hi(her rate of so"ubi"isation of the s"ud(e

    The concentration of TD continued to increase $ith time! indicatin( the re"ease of or(anic

    matter due to the ce"" disru'tion

    Tab"e &

    TD F

    T=>E

    Dept. Of CHEMICAL Page 37

    TIME plate 1mmplate2mm

    plate 1mm &5!le')

    plate 2mm &5!le'

    0 138.43 138.43 138.43 138.43

    10 96.43 97.15 98.23 98.6620 97.65 99.6 100.25 98.32

    30 95.45 97.64 98.235 97.24

    40 94.52 96.32 98.21 97.56

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    0 10 20 30 40 50

    plate 1mm plate 2mm plate 1mm &5 !le') plate 2mm &5 !le'

    TIME

    TDS

    @i(ure 1/2 e"ease of tota" disso"ve so"ids usin( different disinte(ration conditions

    5.B Conductivity&

    Conductivity is measured by a 'robe! $hich a''"ies vo"ta(e bet$een t$o e"ectrodes The dro' in

    vo"ta(e is used to measure the resistance of the $ater! $hich is then converted to conductivity

    Conductivity is reci'roca" to resistance and is measured in the amount of conductance over a

    certain distance =t $as observed that after / minutes of treatment! the conductivity $as about

    ++, sGsusim( an in"et 'ressure of 0, 'si! for a"" '"ates! $hereas at after 1+/ min conductivity

    for /&, mm orifice '"ate $as 19,-, sGs $hich $as minimum as com'ared to other '"ates

    )mon( a"" the '"ates a''"ied! the /&,mm orifice '"ate demonstrated the hi(hest re"ease ofdisso"ved so"ids at the hi(her in"et 'ressure due to a hi(her rate of so"ubi"isation of the s"ud(e

    The concentration of conductivity continued to decrease $ith time! indicatin( the re"ease of

    or(anic matter due to the ce"" disru'tion

    5. Temperature and p!

    The chan(es in tem'erature are i""ustrated in @i(ures 09 for different disinte(ration conditions

    @rom @i(ure 09! a simi"ar tem'erature ;9,C in &/ minutes< increase $as observed for both the

    combined a''"ication of oone and cavitation! and cavitation a"one This mi(ht be due to the

    co""a'se of cavities $hich causes the increase of tem'erature ;Benito et a"! +//,

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    TIMEplate1mm

    plate2mm

    plate 1mm &5!le'

    plate 2mm &5!le'

    0 31.5 31.5 31.5 31.5

    20 41.3 40.4 39.2 39.6

    40 49 47.23 47.54 48

    60 53.5 50.4 53.65 54.32

    Tab"e 11 tem'erature vs time

    0 10 20 30 40 50 60 70

    20

    30

    40

    50

    60

    70

    80

    plate 1mm plate 2mm plate 1mm &5 !le' plate 2mm &5 !le'

    t(me

    Temp*at+*e

    @i(ure 112 Chan(es in tem'erature for different diameters of orifice '"ate

    5.D *iscussion

    )"" the e5'eriments indicate that combined a''"ication of hydrodynamic cavitation and oone

    resu"ted in better s"ud(e disinte(ration than did the individua" treatments This may be due to the

    fo""o$in( reasons

    Cavitation causes the dese(re(ation of f"ocs of microor(anisms >icroor(anisms 'resentin the

    form of f"ocs may 'rotect the inner microor(anisms from contact $ith oone The cavitation

    brea#s these f"ocs and e5'oses the inner microor(anisms to oone

    Cavitation increases the 'enetration of oone mo"ecu"es to the microor(anisms by acce"eratin(

    mass transfer

    Cavitation can a"so increase the 'ermeabi"ity of the substances by brea#in( the chemica"

    bonds bet$een the mo"ecu"ar substances

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    The oone decom'osition and the activity of free radica"s may be increased due to the

    cavitation 'rocess =n activated s"ud(e! bacteria" ce""s form macrof"ocs $ith sies ran(in( from

    1// to 1,/ ]m as 'resented in @i(ure :+ These macrof"ocs are com'osed of microf"ocs! of sie

    ran(in( from 1/81, ]m! $hich are main"y active ce""s entra''ed in a matri5 of e5o'o"ymer

    Cavitation he"'s to brea# these f"ocs and to e5'ose the inner 'artic"es to oone! and this may

    increase the oone activity a(ainst the s"ud(e Cavitation has been sho$n to increase the aeration

    ;.a< efficiency $hich resu"ts in intensified inter'hase mass transfer imi"ar"y! $ith oonation

    more effective uti"iation of oone (as $ou"d be obtained ;Dah" et a"! 1&79

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    5.E pplication o% disintegrated sludge

    ) ty'ica" set8u' of the activated s"ud(e bio"o(ica" nutrient remova" 'rocess is 'resented in @i(ure

    +: The 'rocess is com'osed of anaerobic! ano5icGdenitrification! aerobic reactors to treat the

    $aste$ater by usin( biomass @i(ure :0 i""ustrates the 'otentia" '"aces for the a''"ication of

    s"ud(e disinte(ration $ith re(ards to the $aste$ater treatment and s"ud(e mana(ement

    Disinte(rated s"ud(e can be returned to both interna" ;D< and e5terna" ;E< recircu"ation "ines in

    the 'rocess to(ether $ith s"ud(e from the secondary sett"in( tan# to any of the anaerobic ;)

    ano5ic ;B< aerobic ;C< reactors

    @i(ure 102 Potentia" '"aces for addin( s"ud(e disinte(ration techno"o(y

    =n the anaerobic one F@)s (enerated by fermentative bacteria! are ta#en u' by 'hos'horus

    accumu"atin( bacteria ;P)O

    nitrate remova" throu(h denitrification if there is a shorta(e of or(anic matter in the $aste$ater

    f"o$in( into the recator =n the aerobic one it $i"" a"so he"' the 'hos'horus8accumu"atin(

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    bacteria to re'roduce and easier co""ection of 'hos'horus and $i"" (uarantee their surviva"

    sho$ed that the addition of disinte(rated s"ud(e to the ano5ic reactor cou"d 'rovide an effective

    carbon source and it im'roved the nitro(en remova" efficiency by 1/% $ithout reducin( the

    eff"uent ?ua"ity

    =n the aerobic one! non8sett"in(! so"ub"e and co""oida" carbon com'ounds in $aste$ater are

    metabo"ied by heterotro'hic microor(anisms The introduction of disinte(rated s"ud(e $i""

    'rovide additiona" or(anic substrate that may contribute to faster bacteria" (ro$th $hich $i""

    favor the deve"o'ment of feedin( fauna =t has been re'orted that the addition of disinte(rated

    s"ud(e in the activated s"ud(e chamber did not "ead to the rea''earance of fi"amentous bacteria

    Disinte(rated s"ud(e can a"so be cou'"ed to nutrient recovery! asstruvite due to the re"ease of

    'hos'hate and ammonia The introduction of disinte(rated s"ud(e direct"y ;*< or $ith thic#ened

    activated s"ud(e ;@< to a fermenter $i"" im'rove the fermentation 'rocess The direct addition of

    disinte(rated s"ud(e into the di(estion chamber $i"" he"' to increase the enymatic activity of the

    fermentation 'rocess! $hich $i"" increase the bio(as 'roduction The disinte(ration 'rocess he"'s

    to re"ease the intra and e5trace""u"ar enymes by ce"" "ysis and su''"ies the or(anic substrate to

    bacteria" 'o'u"ation in more di(estib"e form

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    Chapter B

    Conclusions and ecommendations

    =t has been conc"uded that hydrodynamic cavitation can be effective"y uti"iedfor the de(radation

    of bio refractory 'o""utants This study sho$s that hydrodynamiccavitation has a 'otentia" of

    a''"ication on an industria" sca"e! $hi"e its successfu" im'"ementation on an industria" sca"e

    de'ends on severa" 'arameters such as (eometrica"! o'eratin( ;o'eratin( 'ressure and cavitation

    number< and 'hysicochemica" 'ro'erties ;density! viscosity and 'H of the so"ution< of

    $aste$ater to be treated The fo""o$in( conc"usion can be dra$n from this study

    =t has been found that hydrodynamic cavitation is ca'ab"e of o5idiin( or(anic'o""utants and

    further the efficiency can be enhanced by re(u"atin( o'eratin('arameters ;o'eratin( 'ressure and

    cavitation number< and 'hysico8chemica"'ro'erties of the f"uid to be treated The studied carried

    out in cha'ter + and 0indicates that in"et 'ressure and cavitation number are the t$o im'ortant

    'arameters $hich affects the de(radation rate of dyes =t $as conc"uded that a moderate in"et'ressure ;, bar< is sufficient for o5idiin( or(anic com'ounds and the hydrodynamic cavitation

    shou"d a"$ays be o'erated above the cho#ed cavitation condition;Cv Q /10< to (et the ma5imum

    cavitationa" yie"d for the cavitatin( device studied in these $or#

    =t has a"so been found that the efficiency of hydrodynamic cavitation isstron("y de'endent on the

    o'eratin( 'H! state of mo"ecu"e ;$hether mo"ecu"ar or ionic< and nature ;hydro'hobic and

    hydro'hi"ic< of the 'o""utant mo"ecu"e The syner(istic coefficient (reater than one indicates that

    the combination ofhydrodynamic cavitation and H+O+ ;o5idiin( a(ent< (ives hi(her ener(y

    efficiency and therefore combination is recommended instead of individua" 'rocesses to (et the

    enhanced de(radation rate The com'arison of hydrodynamic cavitation and acoustic cavitation

    sho$ed that hydrodynamic cavitation is more ener(y efficient than the acoustic cavitation and

    a"most 10 times hi(her cavitationa" yie"d $as obtained in the case of hydrodynamic cavitation as

    com'ared to acoustic cavitation The hi(her ener(y efficiency of hydrodynamic cavitation ma#es

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    it a cost effective techno"o(y $hich has 'otentia" of sca"e u' on an industria" sca"eThe studied

    carried out in cha'ter : indicates that the cavitation yie"d in the case of hydrodynamic cavitation

    de'ends on the (eometrica" 'arameters of hydrodynamica""y cavitatin( device

    The throat sie ;area and 'erimeter of throat

    because considerin( on"y one 'arameter in the desi(n of a cavitatin( device $ou"d not resu"t in

    the 'ossib"e o'timiation of a"" cavitationa" condition for the desired effects The treatment of

    industria" eff"uent havin( bio refractory 'o""utants usin( hydrodynamic cavitation sho$ed that

    hydrodynamic cavitation is ca'ab"e of reducin( 'o""utant concentration of such eff"uent u' to a

    reusab"e "eve"

    @urther the 'otentia" of hydrodynamic cavitation for an industria" a''"icationis e5'"ored throu(h

    the successfu" treatment of disti""ery $aste$ater =t $as conc"uded that the hydrodynamic

    cavitation is ca'ab"e of enhancin( the efficiency of conventiona" bio"o(ica" 'rocesses in terms of

    reduction of to5icity as $e"" as increase in bio(as (eneration! a"on( $ith a si(nificant"y net

    hi(her reduction in COD and co"or for the treatment of com'"e5 disti""ery $aste$ater Hence! it

    can be conc"uded that the hydrodynamic cavitation can be effective"y uti"ied for the treatment of

    com'"e5 bio refractory 'o""utants and can serve as a cost effective advance treatment

    techni?ue$hich can be used as an individua" or in combination $ith other conventiona"treatment

    'rocesses! such that the efficiency of conventiona" bio"o(ica" treatment

    'rocesses in hand"in( the com'"e5 $aste$ater can be im'roved

    B.1 Conclusions

    The fo""o$in( conc"usions $ere made based on the resu"ts obtained from the 'resent study of

    hydrodynamic cavitation for 'aint industry $aste $ater s"ud(e disinte(ration

    @rom this 'ro3ect $e conc"ude that the $hen the diameter of orifice '"ate is as sma"" as

    then better resu"t can be obtained

    Hydrodynamic cavitation has hi(her ca'acity for s"ud(e disinte(ration than any oher

    $aste$ater treatment techno"o(ies a''"ied a"one

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    Within the o'eratin( conditions a''"ied! cavitation itse"f is not sufficient for the

    disinte(ration of s"ud(e

    ) ma5imum of ,/% of the s"ud(e $as so"ubi"ised after + hours treatment=t $as a"so

    observed that most of the s"ud(e $as so"ubi"ised $ithin the first + hours of treatment

    B.2 ecommendations

    =n our 'resent study $e have used an in"et 'ressure of 0, 'si at a f"o$ of , .'m for cavitation

    $hich $as "o$ com'ared to the f"o$ and 'ressure a''"ied in other studies esearch shou"d be

    conducted at hi(her in"et 'ressure to find out the fu"" 'otentia" of cavitation on s"ud(e

    disinte(ration

    =n our 'resent research $e used a different sies of orifice '"ates to (enerate the cavities Other

    researchers have sho$n that mu"ti'"e ho"e orifices (ive better cavitationa" yie"d to de(rade =

    and rhodamine B )"thou(h cavitation can be induced $ith sin("e or mu"ti'"e ho"e orifices! there

    may be advanta(es in usin( a venturi for this 'ur'ose @urther research mi(ht be usefu" to assess

    the effect of cavitation on s"ud(e disinte(ration by usin( different sets of orifices or a venturi

    =n our 'resent research $e measured on"y the a''"ied oone concentration 4o measurements

    $ere made of off8(as oone concentration To find out the actua" oone transfer efficiency it is

    necessary to find out the amount of oone consumed by the s"ud(e in a certain 'eriod of time o

    in the ne5t ste' of the research! off8(as oone concentration shou"d be considered to ?uantify the

    increase in the oone transfer efficiency due to cavitation

    =t $as assumed in severa" 'revious studies that cavitation re"eases hi(h"y reactive free radica"s!

    but none of the studies actua""y ?uantified the radica" effects se'arate"y @urther research is

    re?uired to find out the radica" effects of cavitation

    @ina""y! a''"ication of hydrodynamic cavitation shou"d be a''"ied in a 'i"ot sca"e $aste$ater

    treatment 'rocess and research is necessary to find out the behaviour of the 'rocess due to this

    a''"ication

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    C!+TF

    eferences

    1 )de$uyi! * ;+//1

    ;+//+

    6"trasonics onochemistry! 1,;0

    Enhanced anaerobic de(radation of mechanica""y disinte(rated s"ud(e Water cience and

    Techno"o(y! 09;11

    1/+1

    11 Benito! ! )rro3o! ! Hau#e! *! Fida"! P! de Conceicao Cunha! > and Brebbia! C

    ;+//,

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    1+ Hydrodynamic cavitation as a "o$8cost )OP for $aste$ater treatment2 Pre"iminary

    resu"ts and a ne$ desi(n a''roach Water esources >ana(ement ===! ! :&,8,/:10 Berna"8>artine! )! Carrere! H! Patureau! D and De"(enes! V ;+//,

    Techno"o(y!+-;-

    1, Boeh"er! >! ie(rist! H! O"es#ie$ic! V! van .oosdrecht! >! E#ama! *! "a Vansen! V!

    et a" ;+//9ana(ement in

    Waste$ater Treatment Processes and ecyc"e treams e"ected Pa'ers from the =W)

    =nternationa"Conference! He"d in ra#o$! Po"and! 1&8+1 e'tember +//, ! ,0 ;1+< ''

    +/78+19 Bou(rier! C! )"basi! C! De"(enes! V and Carrere! H ;+//9

    and economic as'ects The Canadian Vourna" of Chemica" En(ineerin(! ,1;0! Wu! L and Ondrusch#a! B ;+/1/

    +/ Cata""o! W V and Vun#! T ;1&&,ana(ement! 1,;:

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    ++ Chu! . B! in(! H! u! ) @! Lhou! 4! un! . and Vurci#! B ;+//7