bod and its kinetic aspects
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