Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power...

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Transcript of Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power...

Field Efficacy of VBTTM

Application of VBTTM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants in discharged.

water (Improve water quality).

Military ApplicationDeployable Aerobic Aqueous Bioreactor*

(The “DAAB”)

*Patent Pending

United States Air Force

Sam Houston State University

USAF/SHSU

The US Air Force and Sam Houston State University are working on a project to develop a self-contained, portable wastewater treatment system using VBTTM to support 1,000 personnel on bases with no pre-existing infrastructure – bare bases.

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Influent Effluent

Average Influent and Effluent Measurements of TSS During

Dynamic Operation

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160.62

5.62

96% Reduction in TSS

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90.75

219.00

184.50

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Average TSS Values Following Conversion to Dynamic Operation

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Average Influent and Effluent Measurements of BOD5 During

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119.57

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92% Reduction in BOD5

105.55

124.13

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Deployable Aerobic Aqueous Bioreactor* - The “DAAB”

*Patent Pending

Deployable Aerobic Aqueous Bioreactor* - The “DAAB”

• A new bioreactor system for treating industrial and municipal wastewaters is easy to deploy and operate.

• Produces minimal amounts of sludge and odor.

• Fully functional and meets EPA release requirements in less than 24 hours.

*Patent Pending

Deployable Aerobic Aqueous Bioreactor* - The “DAAB” continued

• Small, flexible foot print.

• Can be set up as a self contained, stand alone unit or incorporated into an existing 400 sq ft space.

• Low energy (<10 kW/h daily) requirements.

*Patent Pending

Deployable Aerobic Aqueous Bioreactor* - The “DAAB” continued

• Other uses - sanitation and environmental cleanup for communities affected by natural disasters.

*Patent Pending

How DAAB Works

• Uses bio-augmentation to optimize the growth of healthy biofilms.

• Optimizes the metabolism of selected wild type microorganisms by increasing their collisions with biodegradable waste products.

How DAAB Works continued

• The system’s VBTTM provides an oxygen saturated environment to maximize aerobic metabolism of the microorganisms.

• The DAAB system* utilizes gravity to reduce operational costs.

*Patent Pending

What Separates DAAB from Other Portable Wastewater Treatment Units?

• DAAB generates very little odor; other systems use aerosols to suppress odor.

• DAAB generates approximately 1% sludge; comparable units generate from 10 - 40% sludge.

What Separates DAAB from Other Portable Wastewater Treatment Units?

continued

• DAAB produces effluent acceptable to EPA standards within 24 hours following setup.

• Comparable units require 7 - 30 days to produce an effluent acceptable to EPA standards.

What Separates DAAB from Other Portable Wastewater Treatment Units?

continued

• DAAB is a fixed film reactor capable of complete digestion, unlike activated sludge systems that do partial digestion and rely on settling to remove residual organic matter.

What Separates DAAB from Other Portable Wastewater Treatment Units?

continued

• DAAB operates on approximately 1/5 power required to operate units with comparable treatment capacities.

DAAB Flexible Setup

Integrated Technologies

BioAmp®

VBTTM

Sanitary Wastewater

Before and After

EffluentEffluent

Influent

Influent

Results of Sanitary Wastewater

Influent Wastewater*

TreatedEffluent*

BOD5 152.2 mg/L 23.0 mg/L

TSS 269.0 mg/L 15.9 mg/L

pH 8.3 7.9

Temp 21.7º C 21.5º C

*Average Values

Eight (8) hours hydraulic retention

Industrial Wastewater

Industrial Wastewater

• The DAAB system* has undergone extensive testing to establish its ability to degrade numerous VOC’s within 24 hours of exposure.

• Microorganism degradation of VOC’s is enhanced when provided with the DAAB environment.

• In the DAAB environment the microorganisms are resistant to VOC concentrations in excess of 80 ppm.

*Patent Pending

Industrial WastewaterVolatile Organic Compounds MDL Reporting Limit Influent Average Effluent Average

1,2,4-Trimethylbenzene 0.28 0.94 18.74 < 0.94

1,3,5-Trimethylbenzene 0.26 0.90 3.16 < 0.90

2-Chlorotoluene 0.28 0.95 1.184 < 0.95

Chloroethane 0.29 1.00 2.65 < 1.00

Chloroform 0.19 0.64 1.76 1.176

cis-1,-2-Dichloroethene 0.21 0.71 1.478 < 0.71

m,p-Xylene 0.22 0.75 0.8925 < 0.75

Methylene chloride 1.98 5.00 193.264 19.862

Naphthalene 0.24 0.81 135.848 1.026

n-Butylbenzene 0.41 1.39 24.102 1.6

n-Propylbenzene 0.28 0.96 1.135 < 0.96

o-Xylene 0.19 0.66 1.318 < 0.66

p-Isopropyltoluene 0.35 1.21 2.352 < 1.21

sec-Butylbenzene 0.36 1.23 1.484 < 1.23

Toluene 0.21 0.71 1.116 < 0.71

Results of Industrial WastewaterInfluent

Wastewater*Treated

Effluent*

BOD5 92.2 mg/L 42.2 mg/L

TSS 16.0 mg/L 10.6 mg/L

pH 7.9 7.4

Temp 24.7º C 25.0º C

*Average Values

Ten (10) hours hydraulic retention

Summary of Similar Wastewater Summary of Similar Wastewater TechnologyTechnology

People Wt. # Capacity Set-Up

Hwy Marine Air KW $PG GPD Time in Days

Cost of Unit

DAAB

System

YES YES YES 550

1000

9,000 29.58

29.58

0.003

0.00110,000

25,000

0.5 $200,000

EEC Global

Yes Yes ? 600 41,800 261.0 0.008 31,000 4* $273,000

Hydroxil Yes Yes ? 500 - 1000

50,000 226.2 0.009 25,000 4-5* $250,000

Seapoint Yes Yes No 500 - 1000

27,000 208.8 0.01 20,000 2*

Smith

Loveless

Yes Yes No 500 - 1000

120,000 278.4 0.014 20,000 5* $190,000

Orenco Yes Yes No 1 4,000 20.88 0.017 1,200 ** $7,800

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