bod and its kinetic aspects

Upload: fanilo-razafindralambo

Post on 07-Jul-2018

217 views

Category:

Documents


0 download

TRANSCRIPT

  • 8/19/2019 BOD and its kinetic aspects

    1/12

  • 8/19/2019 BOD and its kinetic aspects

    2/12

    Biochemical Oxygen Demand - BOD

    • Measurement of amount of oxygen used by bacteria to

    metabolize organic material in water 

    organic material + bacteria + O2→ CO2 + H2O

    Five-day BOD (BOD5) is performed at 20°C in dark over

    five days, with added seed (bacteria), nutrients* andoxygen. Expressed as mg/L.

    *Iron, magnesium & calcium salts and phosphate buffer 

  • 8/19/2019 BOD and its kinetic aspects

    3/12

    Uses of BOD Test

    Used as a measurement of waste strength

    - is an effluent discharge limitation parameter in mill permits

    Used as basis for designing & evaluating biological

    treatment systems

    -to determine amount of Oxygen needed to stabilize organic

    matter in waste

    -to determine size of wastewater treatment facilities

    -to measure efficiency of some treatment processes

    BOD

    time. d

          B      O      D

    BOD exerted, BODt

    BODr 

    UBOD

    BODt

    BOD remaining, BODr 

    Ultimate BOD

    BOD Exertion & Remaining

    Metcalf & Eddy, 4th edition

  • 8/19/2019 BOD and its kinetic aspects

    4/12

    Limitations of BOD5

    • Only 60-70% of soluble organic matter is metabolized in

    five days

    • Inorganic oxidation may also occur:

    1) Inorganic oxidation of sulfur or iron:

    S-- + 2 O2→ SO4-- or  4Fe++ + 3O2→ 2Fe2O3

    2) Nitrification may also occur if ammonia is present

    Conversion of ammonia to nitrate:NH3 + 2 O2→ HNO3 + H2O

    Details of Nitrification

    Nitrifying bacteria can oxidize ammonia, common to many waste

    streams, resulting in nitrogenous oxygen demand (NBOD).

    Conversion of ammonia to nitrite

    (Nitrosomonas bacterium):

    NH3 + 3/2 O2  → HNO2 + H2O

    Conversion of nitrite to nitrate

    (Nitrobacter bacterium):

    HNO2 + 1/2 O2  → HNO3

  • 8/19/2019 BOD and its kinetic aspects

    5/12

    Nitrogenous and Carbonaceous BOD

    Nitrifying bacteria can be suppressed by chemical treatment,

    pasteurization, or chlorination followed by dechlorination

    Metcalf & Eddy, 4th edition

    Functional Analysis of BOD test: interrelationship of organic waste, bacteria, and oxygen

    consumed (Metcalf & Eddy, 4th Edition)

    Waste is

    ‘Stabilized’

  • 8/19/2019 BOD and its kinetic aspects

    6/12

    Functional Analysis of BOD test: Organic waste remaining and Oxygen consumed

    (Metcalf & Eddy, 4th Edition)

    Reaction Order Form Units Comment on Rate

    Zero-order rate = k 1/timeConcentration has no

    effect

    First-order rate = kC Concentration/timeDirectly proportional

    to concentration

    Second-order rate = kC2Concentration x

    Concentration/time

    Proportional to second

    power of concentration

    Reaction order can be determined by summingthe exponents on the concentration terms in an equation

    Oxygen consumed is a 1st order reaction:

    r r 

     BODk dt 

    dBODrate 1

    BOD (mg/L) is a concentration term.

    BOD remaining decreases with time, as oxygen is consumed.

  • 8/19/2019 BOD and its kinetic aspects

    7/12

    In effluents from biological treatment processes,

    k1 normally varies from 0.12 to 0.46, 1/d

     Average is 0.23/d

    (k1 (base e) = K1(base 10)*2.303)

    Metcalf & Eddy, 4th edition

    Reaction rates are affected by temperature

    k is affected by temperature (T)

    van’t Hoff-Arrhenius (‘uh-REE-nee-us’) relationship:

    k1T= k120

    θ(T-20)

    θ = 1.056 for temperatures between 20º - 30ºC

    EXAMPLE:

    If river temperature is 25°C, what will k1 be in that environment?

    Find k1 at 25°C if k1 at 20°C = 0.23

    k1 = k120(1.056)(T-20)

    = 0.23(1.056)(25-20)

    = 0.30/d

    How can we determine k1 experimentally?

  • 8/19/2019 BOD and its kinetic aspects

    8/12

     Add 1 ml/L Nutrients:

    Phosphate Buffer Solution

    Magnesium Sulfate Solution

    Calcium Chloride Solution

    Ferric Chloride Solution

    Experiment to Determine BOD Kinetics

    Incubate at 20° C, take D.O. readings daily for ~10 days

    How much of the effluent sample should be

    added to the dilution water, to make up each set?

  • 8/19/2019 BOD and its kinetic aspects

    9/12

    Requirements for valid kinetic experiment:

    Daily residual D.O. of at least 1 mg/L

    Day 2 D.O. decrease of about 2 mg/L

    Day 2 tends to have the highest D.O. decrease.

    need to calculate BOD exerted from day 2 to day 3

    to know what dilution to use when preparing sample

    where:

    t = time, days

    BODr = amount of BOD remaining at time t

    k1 = 1st order reaction rate, 1/day

    Integrating the above expression between the limits of UBOD

    and BODt and t = 0 and t = t yields:

    BODr = UBOD(e-k1t)

    Where UBOD = total or ultimate carbonaceous BOD, mg/L

    The amount of BOD exerted at time t

    (what gets regulated) is:

    BODt = UBOD – BODr= UBOD – UBOD(e-k1t)

    = UBOD(1 –  e-k1t)

    r r   BODk 

    dt 

    dBODrate 1

    BOD Kinetics

  • 8/19/2019 BOD and its kinetic aspects

    10/12

    Now we can find BOD2

    Given: BOD5 = 20 mg/L, t = 20°C , k1 = 0.23/d

    Find: BOD2

    Solution:

    First, find UBOD:

    BOD5 = UBOD(1 – e-k1t)

    20 = UBOD(1 – e-0.23 x 5)

    = UBOD(1 – 0.3166)

    = UBOD * 0.683

    UBOD = 29.3 mg/L

    Next, find BOD2:

    BODt = UBOD(1 – e-k1t)

    BOD2 = 29.3(1 – e-0.23 x2

    )= 29.3(1 – 0.6313)

    = 10.8 mg/L

    BODt= UBOD(1 –  e-k1t)

    UBOD = 29.3 mg/L

    Find BOD3:

    BODt = UBOD(1 – e-k1t)

    BOD3 = 29.3(1 – e-0.23 x3)

    = 29.3(1 – 0.5016)

    = 14.6 mg/L

    the BOD exerted between days 2 and 3 is

    BOD3 – BOD2 = 14.6 – 10.8 = ~4 mg/L

    BODt

    = UBOD(1 –  e-k1t)

    Recall requirements for valid kinetic experiment:

    Daily: residual D.O. of at least 1 mg/L

    D.O. decrease of about 2 mg/L

    Day 2 tends to have the highest D.O. decrease.

    need to calculate BOD change from day 2 to day 3

  • 8/19/2019 BOD and its kinetic aspects

    11/12

  • 8/19/2019 BOD and its kinetic aspects

    12/12

    Instructions: Fits data to equation y

    = L(1 - e-kt)

    Enter up to 50 pairs of time, BOD

    (y) data in columns A and B. Enter

    an initial guess for k in cell B7 and a

    confidence level in D5.

    Click the "Find k & L" button.

    Results appear in cells B7 and D7.

    If a "failed to converge" message

    appears, try a new guess for k that

    is more than an order of magnitudehigher or lower than the original k.

    Recalculate for new data and/or

    confidence level.

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    0 5 10 15

       B   O   D

    Time

    Model Fit to Data

    Fujimoto graphical method to find UBOD (L)

    BODt= UBOD(1 –  e-k1t)

    Then find k using:

    Prepare table of BODtvs BODt+1

    Plot BODt vs BODt+1,

    connect with linear trendline.

    Use option to display equation

    on chart.

     Add line of slope 1.

    Intersection of two lines is

    UBOD.

    Use equation on chart to

    calculate UBOD where X=Y.

    y = 0.8003x + 943.08

    0

    500

    1000

    1500

    2000

    2500

    3000

    3500

    4000

    4500

    5000

    5500

    0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500

       B   O   D   @    t   +

       1 ,  m  g   /   L

    BOD @ t, mg/L

    Fujimoto Plott, days BOD, mg/L BOD @ t + 1

    0 0 366

    1 366 1431

    2 1431 2269

    3 2269 3513

    6 3513 3605

    7 3605 3720

    8 3720 3840

    9 3840 3885

    10 3885 3970

    14 3970