activated sludge wastewater treatment processes and control of foam formation

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     Activated sludge

     wastewater treatmentprocesses and control of 

    foam formationsd / March 12, 2014

    Abstract: activated sludge aeration tank serious bubble phenomenon is a common

    problem, mainly due to Nocardioorm actinomycetes and Microthri! parvicella

    abnormal gro"th caused by the genus# Microbial cell surace hydrophobicity

    $%&'(, sludge retention time $&)*(, p' value, dissolved o!ygen $+( is such an

    important actor in the gro"th o -lamentous bacteria# .oam control methods are

    spraying "ater, adding chemicals, reducing the mean cell residence time,

    adusting the p' euent, additional biological selector, a continuous packing

    reactors#

    ey"ords: activated sludge oam Nocardioorm actinomycetes Microthri!

    parvicella .ormation and %ontrol

    0 3ntroduction

    currently , the "orld"ide most urban se"age treatment plant using activated

    sludge treatment process# ne common problem is that aeration pool suraces

    oten produce serious bubble, a lot o oam to make aeration pool surace is

    covered, i the overo" rom the pool "ill cause the e!ternal device and the

    e!ternal "all o the pollution, seriously a5ecting the surrounding environment, to

    66*7 operation and management brought di8culties, but also resorted to "ater

    9uality deterioration# According to the survey o domestic se"age treatment

    plant, most o them to varying degrees by the impact o the oam problem,especially the use o delay aeration 7rocess "aste"ater treatment plant even

    more so#

    1 oam ormation

    activated sludge process, the ormation o oam generally have the ollo"ing

    orms, including crat oam ormed during the initial run, denitri-cation blistering,

    surace oaming suractant and bio oam 1;#

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    no" generally believed that the main reason or the ormation o bio?oam is:

    under the inuence o various actors, resulting in -lamentous microorganisms

    such as bacteria and actinomycetes o the abnormal gro"th o -lamentous

    bacteria is higher than the speci-c gro"th rate o oc bacteria, -lamentous

    bacteria and the large speci-c surace area, thereore, -lamentous bacteria to

    obtain substances and o!idation euent

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    .igure 4 Nocardia amarae and Microthri! parvicella D;

    .igure 4# Nocardia amarae and Microthri! parvicella D;

    studies sho" that -lamentous bacteria microbial cell surace hydrophobicity orhydrophobic $cell surace hydrophobicity, %&' ( is the ormation o bio?oam and

    stabiliBe the important reasons# 'elen &tratton $1FFG( and so isolated rom the

    biological oam nocardiorm and )hodococcus rhodochrous other bacteria, ungal

    acid on the cell surace component $mycolic acid content(,

     *able 1 "ith the main bubble ormation genus

     *able 1# Main bacteria involved in oams orming

    No Name gram of bacteria species and morphology 1 Nocardia amarae G+ actinomycetes

    (actinomycete), Twiggy mycelium 2 Nocardia pinesis G+ actinomycetes, pine-like 3

    Rhodococcus sp. G+ actinomycetes, branched hyphae 4 Microthrix parvicella G+ filamentous

    bacteria (filament), no sheath unbranched, filamentous 5 Eikelboom Type0092 G-FCB doors,

    filamentous bacteria 6 Eikelboom Type0411 G-FCB doors, filamentous bacteria 7 Eikelboom

    Type1863 G-FCB doors, class Proteobacteria, filamentous bacteria 8 Eikelboom Type0803 G-

    FCB doors, class Proteobacteria, filamentous bacteria

    Note: .%< gate means .le!ibacter?%ytophaga?

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     *able 2 dominant -lamentous bacteria associated "ith the condition F;

     *able 2# %onditions being related to predominant -lamentous bacteria

    generate conditions silk like Species in the low DO Microthrix parvicella, S. Natans, 1701 lowF / M Microthrix parvicella, 0041,0092 completely mixed bioreactor H. Hydrossis, Nocardia

    spp., 021N, 1851,1701 septic waste / sulfide Beggiatoa, Thiothrix spp., 0914 undernourished

    S. Natans, Thiothrix spp., 021N; may have H. Hydrossis, 0041 low pH control of fungal

    bacteria 2

    oam bubble ormation mechanism based on its inuencing actors can be

    physical chemistry and biological control method o oams# Especially biological

    control oam bubbles are actually not eliminate Microthri! parvicella other

    bacteria produce, the main "ay is to create a suitable aeration system abnormal

    gro"th o -lamentous bacteria environment in the activated sludge inhibiting

    e!cessive prolieration, silk like bacteria and oc?orming bacteria to maintain abalanced ratio o gro"th#

    2#1 physical and chemical methods to control oam

    J spraying "ater

    spraying "ater or "ater droplets can break bubbles oating in the "ater in order

    to reduce oam# the role o non?polar

    characteristics# &ince the presence o these t"o points, a large number o ne"

    stable oam is di8cult to generate, and the oam layer on the surace o the "ater

    turbulence, bubbles continuously broken by the shearing orce, the surace o

    "ater as continuous evaporation o the "ater -lm bubble, the bubble continuously

    crushing the oam layer also gradually disappear 10;#

    lo" concentration o '22 is a more commonly used to eliminate oam agent in

    the activated sludge dosing "hen dosing lo" concentrations o '22, the

    concentration su8cient to kill the e!tensor surace Boogloea out o the

    -lamentous bacteria, only some biological o!idation residues and eliminate

    metabolic processes occurring to!ins, puriy Loogloea environment or bacterial

    gro"th, and promote the advantages Boogloea bacteria gro"th, so Boogloea

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    bacteria and -lamentous bacteria gro"th reached a ne" e9uilibrium, so as to

    achieve the purpose o controlling biological oam and "ater 9uality does not

    deteriorate# '22 should in return sludge dosing, dosing concentration o 20

    2mg '22 / $kg MC&&( 11;#

     Oong"oo '"ang and other se"age plants through observation, laboratory tests

    and -eld applications, the oam is ound in se"age typical seasonal occur, the

    regulation o metabolism and kinetics are not very successul in suppressing

    Microthri! parvicella overgro"th and oam generation, through the chlorine,

    cationic polyacrylamide comparison o t"o chemical agents, in addition to

    -lamentous bacteria ound poly9uaternary ammonium hydro!ide $9uaternary

    ammonium?based anti?-lament polymer, A.7( is one o the most e5ective

    physical Microthri! parvicella chemical methods to suppress e!cessive

    prolieration, can e5ectively control the oam did not bring about changes in "ater

    9uality are given 12;#

    .urther, such as chlorine, oBone, and chlorinated polyethylene glycol pickling iron

    and copper mi!ed "ith strong o!idiBing agents etc#, but also can be used as

    deoamer#

    2#2 biological methods to control oam

    J lo"er mean cell residence time

    lo"er mean cell residence time is a very e5ective method o controlling oam,

    namely the use o real silk like bacteria mean generation time is longer in the

    characteristics o oc?orming bacteria, inhibit e!cessive prolieration o

    -lamentous bacteria, mean cell residence time is shorter, less -lamentous ungus,

    the less oam#

    K adusting the p' euent

    study, the most suitable p' o the gro"th o Nocardia amarae I#G, most suitable

    or the gro"th o Microthri! parvicella p' o I#I to G#0, the p' value is rom I#0

    do"n to #0 to #D, can e5ectively control the e!cessive gro"th o these

    organisms, reduced oam ormation 1=;#

    P reduce aeration air input rate

    reduces the aeration air input rate, one can reduce the aeration tank stripping

    strength, slo"ing oating -lamentous bacteria speed second is to reduce the

    concentration o dissolved o!ygen in the aeration tank, Nocardia amarae is strictly

    aerobic bacteria in ano!ic or anaerobic conditions, di8cult to gro", but Microthri!parvicella able to endure the lack o o!ygen state# .urthermore, reducing the

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    amount o aeration air input also a corresponding reduction o the ormation o

    microbubbles, a reduction o -lamentous bacteria and actinomycetes oating

    body o the carrier, thereby delaying the ormation o oam#

    Q reu! anaerobic digester supernatant

    tests sho"ed that anaerobic digester supernatant genus )hodococcus

    rhodochrous can inhibit the gro"th o anaerobic digester supernatant back to the

    e!posure *he method o the gas tank, aeration tank, the surace can also control

    the ormation o oam# 'o"ever, due to the anaerobic digester supernatant

    containing high concentrations o substrates and aerobic ammonia, "hich "ill

    a5ect "ater 9uality, and should thereore be used "ith caution#

    R additional biological selector

    organisms are aerobic selector selector selector and hypo!ia are t"o, its purpose

    is to make into the aeration tank o se"age sludge prior to reo" in "hich the

    mi!ing, by adusting the . / M, + and other actors, the development o selective

    oc?orming bacteria, inhibit e!cessive prolieration o -lamentous bacteria# 3n the

    design o the selector, the selector re9uires sub?grid settings, and more generally

    "ith 4 to D grid ma!imiBe selector -rst grid . / M value, the ormation o . / M

    gradient also controls the selector hydraulic retention time, usually 10 to 1

    minutes# Another study sho"ed that: aerobic selector can be controlled to some

    e!tent Microthri! parvicella, but no maor impact on the genus Nocardia "hile

    ano!ic selector control action or a genus Nocardia, but then Microthri! parvicella

    "ithout much e5ect 14; #

    S -ller using a continuous reactor

    +#Mamais $1FFG(, also -nds no evidence that the anaerobic and ano!ic selector

    can be absolutely successul spread and control Microthri! parvicella prolieration,

    continuous o" and se9uencing batch e!periments sho"ed that the gro"th

    control Microthri! parvicella the best "ay is to use a continuous o" reactor

    packing, or t"o reasons: .irst, the use o oc?orming bacteria high adsorptioncapacity to remove a large number o slo"?biodegradable %+ &econd, to avoid

    hydrolysis o colloidal material di5usion o soluble products G;#

    = -eld e!amples

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    2004 Nian 2 .ebruary 14 to .ebruary 1I period, aeration tank surace in a serious

    bubble began to take to the aeration tank

    "ater sprayed on the surace o the measures, but the deoaming e5ect is not

    ideal# .ebruary 1G, taken to reduce the intensity o aeration air input measuresand the secondary settling tank into the "ater in the dosing o about 2C $0#mg /

    C( o cationic polyacrylamide solution, continuous dosing seven days, observed

    daily and recorded as a oam covering the percentage o the aeration tank, sho"n

    in .igure 4# &tart adding the oam coverage has reached F0T, 20 .ebruary bubble

    coverage dropped to I0 percent, to 24 .ebruary coverage dropped to 12T, then

    stabiliBed at 10T#

    .igure 4 aeration tank oam coverage "ith dosing time variation o cationic

    polyacrylamide relationship

    .igure 4# Uariation relationship bet"een bestre"ing rate o oams in aeration pool

    and

    adding time o acrylamide?based cationic polymer

    4 %onclusion

    activated sludge process conditions and mechanism o bubble remains

    controversial, but the current study suggests that, mainly due to the genusNocardia and Microthri! parvicella abnormal gro"th, and its speci-c gro"th rate

    higher than the oc oc?orming bacteria caused by the speci-c gro"th rate ,

    Nocardia spp Microthri! parvicella and highly hydrophobic cell surace, migrate

    and remain in the bubble surace, thus the bubble stability# .oaming phenomenon

    "ith air > "ater interace concentration o hydrophobic compounds#

    oams are mainly the physical and biochemical methods, by adding chemicals to

    change the chemical nature o the surace o bacterial cells is still a common

    method o controlling the bubble generation, and the "idely used ungicide

    common negative role, because e!cessive or improper dosing position, "ill be a

    substantial reduction reaction cell oc?orming bacteria and the number o total

    biomass#

    short, the current dosing chemicals commonly used method is only a stopgap

    measure rather than simply solving approach, thereore, also through a deeper

    and more practical biological methods o research, to -nd a more reasonable and

    e5ective , more economical methods or the control o the genus Nocardia and

    Microthri! parvicella gro"th and the ormation o oam, to ensure the normal

    activated sludge process and e8cient operation#

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    References

    1; 6arrer V# Activated sludge bulking and oaming control M;# *echnomic

    publishing %o# 3nc# Cancaster, 1FF4#

    2; %hu @uang Oi, et al # *alking bubble 6aste"ater *reatment V;# &handongEnvironment, 1FFG,4:2F#

    =; 7# Madoni, et al# *esting the control o -lamentous microorganisms responsible

    or oaming in a ull?scale activated sludge plant running "ith initial aerobic or

    ano!ic contact Bones V;#

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    1=; Cee +ynasty, et al# activated sludge .rance biological oam ormation and

    control V;# %hina 6ater X 6aste"ater, 2001,1I $4( :I=?ID#

    14; %ha +', et al# 7rocess control actor inuencing nocardia populations in

    activated sludge V;# 6at# Environ# )es, 1FF2,D4: =I?4=#