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Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants in discharged. water (Improve water quality).
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Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Mar 26, 2015

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Page 1: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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).

Page 2: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Military ApplicationDeployable Aerobic Aqueous Bioreactor*

(The “DAAB”)

*Patent Pending

Page 3: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

United States Air Force

Sam Houston State University

Page 4: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 5: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

0

20

40

60

80

100

120

140

160

180

Influent Effluent

Average Influent and Effluent Measurements of TSS During

Dynamic Operation

Co

nce

ntr

atio

n (

mg

/L)

160.62

5.62

96% Reduction in TSS

Page 6: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

6.28

90.75

219.00

184.50

4.037.65

0.00

50.00

100.00

150.00

200.00

250.00

0 Hour 8 Hour 16 Hour

Influent

Effluent

Average TSS Values Following Conversion to Dynamic Operation

Co

nce

ntr

ati

on

(m

g/L

)

Page 7: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

0

20

40

60

80

100

120

140

Influent Effluent

Average Influent and Effluent Measurements of BOD5 During

Dynamic Operation

Co

nce

ntr

ati

on

(m

g/L

)

119.57

9.06

92% Reduction in BOD5

Page 8: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

105.55

124.13

144.45

6.88

9.5313.05

0.00

20.00

40.00

60.00

80.00

100.00

120.00

140.00

160.00

0 Hour 8 Hour 16 Hour

Influent

Effluent

Average BOD5 Following Conversion to Dynamic Operation

Co

nce

ntr

ati

on

(m

g/L

)

Page 9: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Deployable Aerobic Aqueous Bioreactor* - The “DAAB”

*Patent Pending

Page 10: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 11: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 12: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Deployable Aerobic Aqueous Bioreactor* - The “DAAB” continued

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

*Patent Pending

Page 13: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 14: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 15: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 16: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 17: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 18: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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.

Page 19: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

DAAB Flexible Setup

Page 20: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.
Page 21: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Integrated Technologies

BioAmp®

VBTTM

Page 22: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Sanitary Wastewater

Page 23: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Before and After

EffluentEffluent

Influent

Influent

Page 24: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 25: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

Industrial Wastewater

Page 26: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 27: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 28: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Page 29: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.

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

Transport Daily Power

Page 30: Field Efficacy of VBT TM Application of VBT TM will: Reduce accumulated solid wastes. Reduce power consumption. Reduce undesirable odors. Reduce contaminants.