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Hydro Non-Thermal Plasma for Advanced Oxidation of Water

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<strong>Hydro</strong> <strong>Non</strong>-<strong>Thermal</strong> <strong>Plasma</strong> <strong>for</strong><br />

<strong>Advanced</strong> <strong>Oxidation</strong> <strong>of</strong> <strong>Water</strong><br />

Andrew Salveson<br />

Carollo Engineers<br />

Dvir Solnik<br />

AquaPure Technologies, Ltd.<br />

Andreas Kolch<br />

Hytecon<br />

Dan Gerrity<br />

Southern Nevada <strong>Water</strong> Authority<br />

Shane Snyder<br />

Southern Nevada <strong>Water</strong> Authority<br />

13 th Annual <strong>Water</strong> Reuse & Desalination Research Conference,<br />

Huntington Beach, CA, May 18, 2009


Overview<br />

1. Limitations <strong>of</strong> <strong>Advanced</strong> <strong>Oxidation</strong> Process<br />

2. Technology Overview<br />

3. Lab Studies<br />

4. Pilot Studies<br />

5. Next Step<br />

WRF06-019/2


Current Limitations <strong>of</strong><br />

<strong>Advanced</strong> <strong>Oxidation</strong><br />

Process (AOP)<br />

WRF06-019/3


Company Pr<strong>of</strong>ile<br />

Conventional <strong>Water</strong> Treatment are<br />

<strong>of</strong>ten Ineffective in Removing or<br />

Destroying Microconstituents<br />

Trichloroethylene<br />

Methyl tert-butyl Ether<br />

N-nitrosodimethylamine<br />

Microconstituents/TOrCs/EDCs/PPCPs<br />

WRF06-019/4


Company Pr<strong>of</strong>ile<br />

Current AOP Technologies Have<br />

Limitations<br />

NDMA<br />

Cost Efficiency<br />

O 3 /H 2 O 2 UV/H 2 O 2<br />

Trace<br />

Organics<br />

WRF06-019/5


WRF06-019/6<br />

Technology Overview


What is <strong>Plasma</strong>?<br />

<strong>Plasma</strong> is a partially ionized gas. More than 99% <strong>of</strong><br />

the visible universe is in the plasma state.<br />

Nebular<br />

Aurora<br />

Lighting<br />

Sun<br />

WRF06-019/7<br />

Neon light<br />

Fire<br />

<strong>Plasma</strong> TV


AquaPure Company Pr<strong>of</strong>ile <strong>Advanced</strong> <strong>Oxidation</strong><br />

Technology (AOT) System Utilized<br />

<strong>Non</strong>-<strong>Thermal</strong> <strong>Plasma</strong> to Destruct<br />

Contaminants<br />

AquaPure Ltd, at upper Galilee, Israel<br />

AquaPure <strong>Advanced</strong> <strong>Oxidation</strong><br />

Technology (AOT) System<br />

WRF06-019/8


How does <strong>Non</strong>-<strong>Thermal</strong> <strong>Plasma</strong> Work?<br />

AquaPure AOT System<br />

Short high-voltage pulse<br />

creates non-thermal plasma<br />

OH*, O 3 and<br />

UV is created in<br />

ambient air<br />

WRF06-019/9


Schematics <strong>of</strong> AquaPure AOT System<br />

Air Line<br />

<strong>Water</strong> Line<br />

Static<br />

Mixer<br />

Injector<br />

Pump<br />

Effluent Air<br />

Ambient Air<br />

Carbon<br />

Electrode<br />

Generator<br />

High Voltage<br />

Pulse<br />

Ozone<br />

Contactor<br />

Influent<br />

Ground<br />

Electrode<br />

Thin <strong>Water</strong><br />

Layer<br />

<strong>Water</strong><br />

Tank<br />

Effluent<br />

WRF06-019/10


Benefits <strong>of</strong> AquaPure HNTP<br />

• No chemicals as input<br />

• Zero waste to treat<br />

• Potentially cost-effective<br />

• One stage, continuous flow process<br />

• Simple to operate<br />

WRF06-019/11


WRF06-019/12<br />

Lab Studies


Lab Studies were Conducted to<br />

Determine Kinetic Constants <strong>for</strong><br />

the Destruction <strong>of</strong> TCE and MTBE<br />

Trichloroethylene<br />

Methyl tert-butyl Ether<br />

WRF06-019/13


Kinetic Equations <strong>for</strong> TCE and<br />

MTBE are First Order<br />

MTBE<br />

Concentration (μg/L)<br />

400<br />

300<br />

200<br />

100<br />

0<br />

MTBE = MTBE *t<br />

t t=0 *e-7.5*10-4<br />

R 2 =0.991<br />

0 20 40 60 80 100<br />

Time (minute)<br />

WRF06-019/14


Company Pr<strong>of</strong>ile<br />

Pilot Studies<br />

WRF06-019/15


Pilot Scale Study were Tested at<br />

Two Sites<br />

Aerojet General Corporation, CA<br />

Southern Nevada <strong>Water</strong> Authority, NV<br />

WRF06-019/16


The Optimum Operational Conditions<br />

and Costs were Evaluated at Aerojet<br />

WRF06-019/17


Impact <strong>of</strong> <strong>Water</strong> Flow on EEO were<br />

Minimal<br />

The system efficiency may be further increased by<br />

increased flow through the system.<br />

WRF06-019/18


Impact <strong>of</strong> Air Flow on EEO were<br />

Minimal<br />

However, tests without air flow (0 L/h) at the other groundwater<br />

site increased the EEO. A lower optimum air flow may be<br />

determined to save energy and improve efficiency.<br />

WRF06-019/19


Impact <strong>of</strong> Recirculation on EEO<br />

were Minimal Recirculation is not required.<br />

WRF06-019/20


Impact <strong>of</strong> Frequency on EEO were<br />

Not Significant<br />

A reduced frequency could be used to save energy.<br />

WRF06-019/21


Results <strong>of</strong> TCE Reduction Showed<br />

that AquaPure System was Costeffective<br />

System<br />

EEO:<br />

kW-hr/liter/<br />

Order <strong>of</strong> Magnitude<br />

Total Chemical and Energy<br />

Cost per 1 log TCE Reduction<br />

<strong>for</strong> 1 million liter <strong>of</strong> <strong>Water</strong><br />

UV/H 2 O 2<br />

$145<br />

0.00172<br />

$217*<br />

AquaPure AOT<br />

0.00121<br />

* Lamp replacement & cleaning costs not included<br />

WRF06-019/22


Preliminary Results Showed that<br />

AquaPure System was Cost-effective<br />

WRF06-019/23


The Removal <strong>of</strong> PPCPs and Disinfection<br />

By-products by <strong>Non</strong>-<strong>Thermal</strong> <strong>Plasma</strong><br />

were Evaluated at Southern Nevada<br />

<strong>Water</strong> District<br />

WRF06-019/24


The Degradation <strong>of</strong> Ambient PPCPs in<br />

Tertiary-treated Wastewater was<br />

Evaluated<br />

most resistant compounds to NTP:<br />

Meprobamate and primidone<br />

most susceptible compounds to NTP:<br />

Carbamazepine and trimethoprim<br />

WRF06-019/25<br />

Courtesy: Daniel Gerrity, Southern Nevada <strong>Water</strong> Authority


The Degradation PPCPs with Spiked<br />

Surface <strong>Water</strong> was Evaluated<br />

Meprobamate<br />

and dilantin<br />

Carbamazepine<br />

and trimethoprim<br />

WRF06-019/26<br />

Courtesy: Daniel Gerrity, Southern Nevada <strong>Water</strong> Authority


Excitation Emission Matrices <strong>of</strong> <strong>Non</strong>-<br />

<strong>Thermal</strong> <strong>Plasma</strong> with Ambient PPCPs<br />

in Tertiary-Treated Wastewater<br />

1.75 0.710 kWh/m 3 3<br />

IV<br />

V<br />

I II III<br />

WRF06-019/27<br />

Courtesy: Daniel Gerrity, Southern Nevada <strong>Water</strong> Authority


Destruction <strong>of</strong> TCE & NDMA<br />

Concentration (μg/L)<br />

100<br />

80<br />

60<br />

40<br />

20<br />

0<br />

NDMA<br />

0 2 4 6 8<br />

Generator Energy Consumption (kWh/m3)<br />

WRF06-019/28<br />

Courtesy: Daniel Gerrity, Southern Nevada <strong>Water</strong> Authority


Next Steps<br />

Find a pilot site to demonstrate:<br />

a. Longer term operation.<br />

b. NDMA destruction to low ppt levels.<br />

c. Robust destruction <strong>of</strong> EDCs/PPCPs.<br />

d. Pathogen destruction to reclaimed water<br />

standards.<br />

e. Per<strong>for</strong>mance from a larger reactor (50 gpm).<br />

WRF06-019/29


WRF06-019/30<br />

Questions?


<strong>Hydro</strong> <strong>Non</strong> <strong>Thermal</strong> <strong>Plasma</strong> Pilot<br />

Reactor – Process Schematic<br />

<strong>Water</strong> flow<br />

Air flow<br />

Generator<br />

Reactor I<br />

Reactor II<br />

Tank<br />

Tank<br />

WRF06-019/31


Pilot Reactor<br />

WRF06-019/32

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