iwa poster templatekaigan.civil.tohoku.ac.jp/hest/gssympo/posters/b.02.pdf · 2020. 11. 12. ·...

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Biofilm characte rization and ope ration pe rformance in a single stage partial nitritation/anammox process with a function carrier 1 Graduate School of Environmental Studies, Tohoku University, Miyagi 980-8579, Japan. 2 Department of Civil and Environmental Engineering, Tohoku University, Miyagi 980-8579, Japan Yunzhi QIAN 1 , Yan GUO 2 , Junhao SHEN 1 & Yu-You LI 1,2* The 8 th International Symposium on Water Environment Systems----- with Perspective of Global Safety (Nov. 13 th ~ 14 th , 2020) 1. Introduction 1.3 Objectives Problem: Sludge washout and coexistence of AOB and anammox bacteria Proposal: Adding carrier Double biofilm structure High amount of biomass Avoid sludge washout SPNA reactor Carrier The objectives of this study are to: 1.2 Problem and proposal 1.3 Objectives study the formation characterization of biofilms; determine the high activity maintenance strategy of biofilm under long-term operation. The outcomes of this study promise to include valuable insight into SPNA process operation, and serve to the further expansion of SPNA process application in industrial applications 2. Material & Methods Figure 1 Photo of carriers. Table 1 Characteristics of carrier 2.1. Carrier 2.2. Apparatus Figure 2 Schematic diagram of ALR-SPNA: substrate tank; influent pump; air lift single SPNA reactor; air pump; heater; carrier 2.3. Operation conditions 3. Results & Discussion 3.1 Long-termoperation performance 3.2. Sludge characteristics 0 10 20 30 0 3 6 9 12 15 0.0 0.2 0.4 0.6 0.8 1.0 1.2 (d) (c) (b) No sludge discharge Inregular sludge discharge MLSS (g/L) MLSS-Suspended MLSS-Biofilm MLSS-Total Mechanical stirring treatment No sludge discharge (a) MLVSS (g/L) MLVSS-Suspended MLVSS-Biofilm MLVSS-Total MLVSS/MLSS ratio Ratio -Biofilm Ratio -Suspended Ratio -Total 0 50 100 150 200 250 300 350 400 0 20 40 60 80 100 SV30 SVI Operation time (d) SV 30 (%) Phase 0 100 200 300 400 500 SVI (mL/g) ⅢⅣⅤ The SPNA process was successfully operated under NLR of 0.9 gN/L/d and NRE of 84%. NO3 - -N/Nr is 0.10±0.01 during thestable operation of SPNA system. In phase 1, with NiRR/NARR ratios above 0.65, the anammox reaction was the rate-limiting step of total nitrogen removal. Figure 3 The long-term operation performance of SPNA system Figure 3 Sludge characteristics of ALR-SPNA system. The MLVSS concentration of the biofilm during stable operation of SPNA is 4±0.5g/L. After mechanical stirring treatment in phase 7, MLVSS concentration in the biofilm recovered to 4.0g/L within one month. 3. Results & Discussion 4. Conclusions 3.3. Biofilm characteristics Figure 5 Photo of biofilm. (a) day 84; (b) day 156; (c) day 214; (d) day 310; (e) day 360. The formation of biofilm can be divided into four stages: the biofilm formation period (a and b) , the biofilm mature period (c), the biofilm aging period (d) and the biofilm reactivation period (e) . The cavity formed by N2 accumulation is the main factor causing the decline of biofilm activity. Figure 6 SEM observation of biofilm. (a) blank; (b) biofilm formation period ; (c) biofilm mature period; (d)biofilm aging period . The pores on the surface of carrier are conducive to the adhesion of anammox and the rapid formation of biofilm Sludge in the mature period of the biofilm is aggregated as granules. Ca and P concentrations increased from biofilm mature period to biofilm aging period Figure 7 EDX analysis of the biofilm. (a) biofilm mature period; (b) biofilm aging period. The biofilm in low activity has the lowest VSS/SS ratio and anammox bacterial activity. Figure 8 Analysis of the biofilm. (a) biofilm in aging period; (b) MLSS and MLVSS; (c) EPS; (d) SAA Higher SAA of biofilm in high activity than biofilm. The cavities generated by nitrogen gas and the accumulation of inorganic substances are the main reasons for the decrease in NRE. The SPN/A process was successfully operated under NLR of 0.9 gN/L/d and NRE of 84%. Mechanical stirring can maintain the high activity of the biofilm. 0.00 0.05 0.10 0.15 0.20 0.25 SAA (gN/gVSS/d) SAA Biofilm Suspended Biofilm in high activity Biofilm in low activity 0 2 4 6 8 10 12 14 16 Biofilm in low activity Biofilm in high activity Suspended EPS (mg/gVSS) PS PN Biofilm 0 1 2 3 4 5 6 PN/PS PN/PS 0 2 4 6 8 10 12 MLSSMLVSS (g/L) MLVSS MLSS Biofilm Suspended Biofilm in high activity Biofilm in low activity 0.0 0.2 0.4 0.6 0.8 MLVSS/MLSS MLVSS/MLSS High activity Low activity 0.0 0.5 1.0 1.5 0.0 0.3 0.6 0.9 1.2 0.0 0.1 0.2 0.3 0.4 0.5 0 300 600 900 1200 NH4 +-Ninf NH4 +-Neff NO2 --Neff NO3 --Neff N in influent (mg/L) Phase 0 100 200 300 400 500 (a) N in effluent (mg/L) (b) 0 20 40 60 80 100 NRE NRR NRE (%) 0.0 0.2 0.4 0.6 0.8 1.0 (c) NRR (gN/L/d) (d) NiRRNaRRNARR (gN/L/d) NiRR NaRR NARR (e) NiRR/NARR NRR/NARR NiRR/NARR NRR/NARR 3 - 0.11 3 0 20 40 60 80 100 (g) (f) FA FNA FNA 10μg/L FA 5mg/L FA (mg/L) 0 5 10 15 FNA (μg/L) 0 50 100 150 200 250 300 350 400 0.0 0.1 0.2 0.3 0.4 0.5 DO AR Operation time (Days) DO(mg/L) 0.0 0.5 1.0 1.5 2.0 2.5 AR(L/min)

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  • Biofilm characterization and operation performance in a

    single stage partial nitritation/anammox process with a function carrier

    1Graduate School of Environmental Studies, Tohoku University, Miyagi 980 -8579, Japan.2Department of Civil and Environmental Engineering, Tohoku University, Miyagi 980 -8579, Japan

    Yunzhi QIAN1, Yan GUO2, Junhao SHEN1 & Yu-You LI1,2*

    The 8 th International Symposium on Water Environment Systems----- with Perspective of Global Safety (Nov. 13th ~ 14 th , 2020)

    1. Introduction1.3 Objectives

    Problem: Sludge washout and coexistence of AOB and anammox bacteria

    Proposal: Adding carrier Double biofilm structure

    High amount of biomass & Avoid sludge washout

    SPNA reactor Carrier

    The objectives of this study are to:

    1.2 Problem and proposal 1.3 Objectives

    study the formation characterization of biofilms;

    determine the high activity maintenance strategy of

    biofilm under long-term operation.

    The outcomes of this study promise to include valuable

    insight into SPNA process operation, and serve to the

    further expansion of SPNA process application in industrial

    applications

    2. Material & Methods

    Figure 1 Photo of carriers.

    Table 1 Characteristics of carrier

    2.1. Carrier 2.2. Apparatus

    Figure 2 Schematic diagram of ALR-SPNA: ① substrate tank; ②influent pump; ③ air lift single SPNA reactor; ④ air pump; ⑤heater; ⑥ carrier

    2.3. Operation conditions

    3. Results & Discussion

    3.1 Long-termoperation performance 3.2. Sludge characteristics

    0

    10

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    30

    0

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    15

    0.0

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    1.0

    1.2

    (d)

    (c)

    (b)

    No sludge discharge Inregular

    sludge discharge

    ML

    SS

    (g/L

    )

    MLSS-Suspended

    MLSS-Biofilm

    MLSS-Total Mechanical stirring

    treatment

    No sludge discharge

    (a)

    ML

    VS

    S (

    g/L

    )

    MLVSS-Suspended

    MLVSS-Biofilm

    MLVSS-Total

    ML

    VS

    S/M

    LS

    S r

    atio

    Ratio -Biofilm

    Ratio -Suspended

    Ratio -Total

    0 50 100 150 200 250 300 350 400

    0

    20

    40

    60

    80

    100 SV30 SVI

    Operation time (d)

    SV

    30

    (%

    )

    Phase

    0

    100

    200

    300

    400

    500

    SV

    I (m

    L/g

    )

    Ⅰ Ⅱ Ⅲ Ⅳ Ⅴ Ⅵ Ⅶ

    The SPNA process was successfully operated

    under NLR of 0.9 gN/L/d and NRE of 84%.

    △NO3--N/△Nr is 0.10±0.01 during thestable

    operation of SPNA system.

    In phase 1, with NiRR/NARR ratios above 0.65,

    the anammox reaction was the rate-limiting step

    of total nitrogen removal.

    Figure 3 The long-term operation performance of SPNA

    systemFigure 3 Sludge characteristics of ALR-SPNA system.

    The MLVSS concentration of the biofilm

    during stable operation of SPNA is 4±0.5g/L.

    After mechanical stirring treatment in phase

    7, MLVSS concentration in the biofilm

    recovered to 4.0g/L within one month.

    3. Results & Discussion

    4. Conclusions

    3.3. Biofilm characteristics

    Figure 5 Photo of biofilm. (a) day 84; (b)day 156; (c) day 214; (d)day 310; (e) day 360.

    The formation of biofilm can be divided into four stages: the biofilm formation period (a and b),

    the biofilm mature period (c), the biofilm aging period (d) and the biofilm reactivation period (e).

    The cavity formed by N2 accumulation is the main factor causing the decline of biofilm activity.

    Figure 6 SEM observation of biofilm. (a) blank; (b)biofilm formation period ; (c) biofilm mature period; (d)biofilm aging

    period .

    The pores on the surface of carrier are

    conducive to the adhesion of anammox and

    the rapid formation of biofilm

    Sludge in the mature period of the biofilm

    is aggregated as granules.

    Ca and P concentrations increased from

    biofilm mature period to biofilm aging period

    Figure 7 EDX analysis of the biofilm. (a)biofilm mature period; (b) biofilm aging period.

    The biofilm in low activity has the lowest VSS/SS ratio and anammox bacterial activity.

    Figure 8 Analysis of the biofilm. (a) biofilm in aging period; (b) MLSS and MLVSS; (c) EPS; (d) SAA

    Higher SAA of biofilm in high activity than biofilm.

    The cavities generated by nitrogen gas and the accumulation of inorganic substances are the

    main reasons for the decrease in NRE.

    The SPN/A process was successfully operated under NLR of 0.9 gN/L/d and NRE of 84%.

    Mechanical stirring can maintain the high activity of the biofilm.

    0.00

    0.05

    0.10

    0.15

    0.20

    0.25

    SA

    A (

    gN

    /gV

    SS

    /d)

    SAA

    Biofilm Suspended Biofilm in

    high activity

    Biofilm in

    low activity0

    2

    4

    6

    8

    10

    12

    14

    16

    Biofilm in

    low activity

    Biofilm in

    high activity

    Suspended

    EP

    S (

    mg/g

    VS

    S)

    PS

    PN

    Biofilm0

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    PN/PS

    PN

    /PS

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    ML

    SS、

    ML

    VS

    S (

    g/L

    )

    MLVSS

    MLSS

    Biofilm Suspended Biofilm in

    high activity

    Biofilm in

    low activity

    0.0

    0.2

    0.4

    0.6

    0.8

    MLVSS/MLSS

    ML

    VS

    S/M

    LS

    S

    High activity

    Low activity

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    1200ⅥⅤⅣⅢⅡⅠ

    NH4+-Ninf

    NH4+-Neff

    NO2--Neff

    NO3--Neff

    N i

    n i

    nfl

    uen

    t (m

    g/L

    )

    Phase Ⅷ

    0

    100

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    500(a)

    N i

    n e

    fflu

    ent

    (mg

    /L)

    (b)

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    100 NRE

    NRR

    NR

    E (

    %)

    0.0

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    0.4

    0.6

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    1.0

    (c)

    NR

    R (

    gN

    /L/d

    )

    (d)

    NiR

    R、

    NaR

    R、

    NA

    RR

    (gN

    /L/d

    )

    NiRR

    NaRR

    NARR

    (e)

    NiR

    R/N

    AR

    R

    NR

    R/N

    AR

    R

    NiRR/NARR

    NRR/NARR

    3-

    0.11

    3

    0

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    (g)

    (f)FA FNA FNA 10μg/L FA 5mg/L

    FA

    (m

    g/L

    )

    0

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    15

    FN

    A (

    μg

    /L)

    0 50 100 150 200 250 300 350 400

    0.0

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    0.3

    0.4

    0.5

    DO

    AR

    Operation time (Days)

    DO

    (mg

    /L)

    0.0

    0.5

    1.0

    1.5

    2.0

    2.5

    AR

    (L/m

    in)