UASBBioremediation Fundamentals
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Bioremediation Fundamentals

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bioremediation cASE STUDIES

SAMPLE AERATION CASE STUDy: petroleum refinery stream containing benzene:

Let's calculate an estimate of the required solids retention time for a small petroleum refinery stream containing benzene (1850 ppm -> COD = 1850* 3.08 = 5700 mg/L). Please be aware that these calculations are a simplification of the actual project data. For example, actual solids inventories could be smaller or larger and all other derived magnitudes adjusted accordingly. SRT is thus about ballpark.

SRT Sludge Age Sizer
T 25 °C
Yoc 0.5 Petroleum Refinery Stream
Kd 0.250 (also called b) Stream containing about 1850 ppm benzene
Carbonaceous Removal Sludge Age
flow in 240 m3/d 0.063 mgd
CODin 5700 mg/L 3011 lbCOD/day 1366 kgCOD/day applied
0 kgCOD/day via denitrif
1366
Percent 100 % Treated 1366 kgCOD/day
Percent 98 % COD removed
Vreactor 190440 gallon 721 m3 (from order of magnitude sizing)
0.19044 mg 1.89 kg applied COD/day per m3 (Residual OK)
Target MLVSS 1.89 kg applied + from denitri COD d/m3
5320 mg/L 8439.463 lb bugs 3828 kg bugs total bugs in tank but say only 100.0 % heterotrophs
5320 mg/L 8439.463 lb bugs 3828 kg bugs (heterotrophic biomass)
SRT     20.04 days (iterates automatically)
Ync 0.143 ok f/m 0.357 kg AppliedCOD d per total kg bugs (Residual OK)
f/m 0.357 kg Applied + From Dentir / total kg bugs
biomass yield = 191 kg/day bugs due to appliedCOD
HRT = V / Q = 3.0 days
72 hours ok

 

 

aeration sizing for slurry-phase bioremediation treatment

Sample Assignment: Select suitable aeration equipment for a 50m * 50m * 2.5m basin to be used for a slurry-phase bioremediation treatment.

Consulting engineer provided a basic SARA (Saturates, Aromatics, Resins and Asphaltenes) analysis, a chemical characterization method used in the petroleum industry to fractionate heavy crude oilsIt separates the sample into four main groups based on solubility and polarity, essential for optimizing refining, assessing crude quality, and predicting colloidal stability.

It's not that easy to settle on a given MLSS typical of wastewater projects, as well as most other parameters. Annotations from archives:
Power densities range from 20 to 50 kW per 1,000 m3 for moderately thick suspensions and 100 to 250 kW per 1,000 m3 for thick suspensions. Operation is typically batch. Solids content of between 5 and 20 percent is typical (US EPA, 1993) - still solids content can range between 10 and 40 percent. Dissolved oyxgen 2 mg/L desirable.

Preliminary setting and selection was as follows:

Basin dimensions: 50m x 50m x 2.5m water level
8-10% slurry
four (4) 150 HP high speed surface aerators
four (4) 15 HP submersible mixers

System was to operate for about twelve (12) months.

Feel free to work out the proposed power density and compare with regular wwtp values. Rationale behind not that oxygen requirement were that large but the need to sustain mixing throughout said period.

 

 

 

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