David J. Berestka, PE Remedial Design Engineer, Tetra Tech EM Inc.

Slides:



Advertisements
Similar presentations
Multiphase Extraction Techniques
Advertisements

DAF Whitewater Systems
Basic Water Treatment Water Chemistry In order to understand how to best serve a customers needs, a system integrator needs to understand water chemistry.
Solution Provider bij bodemsanering Leading in soil and groundwater remediation Solution Provider bij bodemsanering Leading in soil and groundwater remediation.
Greenwich Peninsula.
TRP Chapter Chapter 6.3 Biological treatment.
Waste Water Treatment (Sewage Treatment)
Wastewater Treatment.
CE 370 Filtration.
Surfactant Flushing 2009 Pilot Study Fueling Point – Military Site Northeastern USA Jeffrey H. Harwell Asahi Glass Chair of Chemical Engineering The University.
1 Prevention and Remediation In Selected Industrial Sectors: Small Sites in Urban Areas Athens, Greece June 3-5, 2006 NATO/CCMS PILOT STUDY.
Oil and Grease Types and Sources Environmental Problems
Plaistow, New Hampshire
Water Contaminants Soluble Contaminants - dissolve in water Particulates/Colloids - carried by the water column Insoluble Contaminants - very low solubility.
Air Sparging at Fort Greely, Alaska Presented by Aung Syn & James Powell.
Alabaster Corp. Tank Cleaning and Degassing General Process Overview.
Surface Water Treatment Plant
Add Main Topic Here Created by Educational Technology Network
Dale T Littlejohn Senior Geologist. What is fate and transport in the vadose zone? Vadose Zone Hydrocarbon release from buried pipeline Aquifer Surface.
Air Force Plant 4 Superfund Site Evaluation of SVE Combined with ERH for the Remediation of TCE Source Material Jeffrey Ragucci SWS 6262 – Soil Contamination.
1 Thermal Remediation Services, Inc. Electrical Resistance Heating for In-Situ Remediation of Soil & Groundwater December 10, 2002 Greg Beyke (770)
20,000 Barrel Per Day Produced Water Treatment System
Phytotechnologies for Environmental Restoration and Management Micah Beard, M.S. Shaw Environmental, Inc.
Multiphase Extraction for Soil and Groundwater Remediation Nick Swiger Spring 2007.
Clean-up at BP Paulsboro New Jersey (USA) Roxane Fisher and Mark Ferguson.
The NSF Water CAMPWS CAMPWS - Center for Advanced Materials for the Purification of Water with Systems.
Fate and Transport of Chemicals A Presentation by Terrie Boguski Technical Outreach Services for Communities (TOSC) Great Plains/Rocky Mountain Hazardous.
Water quality issues – ‘natural’ controls Acidity – low pH due to infiltration of acidified precipitation; acids from mine drainage; pyrite oxidation.
Flotation Flotation involves separation of solids from the water phase by attaching the solids to fine air bubbles to decrease the density of the particles.
Introduction to Environmental Engineering Code No. (PE389) Lec. 5 and 6.
C. Remediation of groundwater contaminants
Water Filtration Rebecca Whalen. Background Information Water sources: Ground, Surface Water quality: influenced by pollution Forms of pollution: bacteria,
Modular Biotreatment Systems Versus Oil-Water Separators
Emulsion Coolant Recovery System-InstaPure for Recovery and Reuse of water soluble coolants. Pure Tech India, A-5, Trec step, Thuvakudi, Trichy
Treating Drinking Water Treatment Plant Water Distribution.
Water Treatment Processes. Why do we need to treat our drinking water?  Industrial runoff  Agricultural runoff  Road runoff  Residential runoff.
ENVE 420 Industrial Pollution Control
Examining A Hazardous Waste Site. Hazardous Wastes Accidentally spilled Intentionally spilled Illegally dumped From business or industry.
Water treatment Lilly Corradi.
Unit C: Topic 6 NIMBY: Not In My Back Yard. Producing Wastes Since the industrial revolution, the amount of wastes being produced has been increasing.
The Drinking Water Treatment Process
Introduction to NAPLs Review of general concepts
Advanced Aeration, Inc. Presentation of Vacuum Bubble ® Technology.
1 FUNDAMENTAL PRINCIPALS OF In Situ THERMAL TREATMENT Professor Kent S. Udell Department of Mechanical Engineering Department of Civil and Environmental.
1 Groundwater Pollution Ex Situ Physical Removal of Pollution. 안정제.
By Cameron, Nate, Sophia, Tate, and Zoeya. Why do we care about groundwater? Groundwater makes up 95% of the fresh water on the planet. This is created.
MIC 303 INDUSTRIAL AND ENVIRONMENTAL MICROBIOLOGY CHAPTER 10-SEWAGE (WASTEWATER) TREATMENT.
Water Pollution Part 2.
Daniel J. Lombardi, P.G. 22 nd International Petroleum Environmental Conference Denver, Colorado November 17, 2015.
Waste Treatment, Physical
Evaluating the Practicality of LNAPL Recovery Jeff Lane, P.G. November 17, 2015 International Petroleum Environmental Conference (IPEC) IPEC 22 Contact.
Groundwater Supply Dr. Martin T. Auer Michigan Tech Department of Civil & Environmental Engineering.
FLOTATION. INTRODUCTION Flotation is an operation that removes not only oil and grease but also suspended solids from wastewaters. Flotation is an operation.
Groundwater Supply Dr. Martin T. Auer Michigan Tech Department of Civil & Environmental Engineering.
Waste Water Treatment. Assignments Draw, label and explain each step in the wastewater treatment process.
Groundwater Pollution
WATER MANAGEMENT.
What Is In This Chapter? Water Treatment Overview
Waste Water Treatment.
Deptt. of Irrigation and Drainage Engineering, Dr. PDKV, Akola
Water Cycle and Groundwater
Lecture 6: Wastewater treatment
Wastewater Treatment Dr.Gulve R.M..
ISHAN PARYAVARAN PVT. LTD.
Refinery: Separation units
By: Donovan, Garrett, Emi, Jalee
Water Treatment.
Department of Civil & Environmental Engineering
ENG421 (8c) – DAF (Sedimentation)
Presentation transcript:

David J. Berestka, PE Remedial Design Engineer, Tetra Tech EM Inc.

SITE HISTORY: NAVAL AIR STATION LEMOORE, NEAR FRESNO, CALIFORNIA ACTIVE F/A-18 FIGHTER BASE JP-5 JET FUEL (KEROSENE) SPILL DISCOVERED IN 1987— UNKNOWN VOLUME 100,000 GALLONS RECOVERED FROM AN EXCAVATION IN 1987 IN 1994 TO 1995, BATTELLE OPERATED A STEAM INJECTION / VAPOR EXTRACTION SYSTEM THAT REMOVED 80,000 GALLONS—ALL FREE PRODUCT APPEARED TO HAVE BEEN REMOVED IN 1998, AS PART OF SITE CLOSEOUT ACTIVITIES, 3 FEET OF PRODUCT WAS FOUND THROUGHOUT THE SITE

SITE GEOLOGY WATER TABLE AT 10 – 15 Ft BGS SANDY SILT CHANNELS INTERBEDDED WITH CLAY FINING UPWARDS NOT A DRINKING WATER AQUIFER— ONLY HAVE TO REMOVE FREE PRODUCT—DON’T HAVE TO TREAT DISSOLVED-PHASE IN GROUNDWATER

350 ft INITIAL FREE PRODUCT CONDITIONS AREAL EXTENT OF FREE PRODUCT IS APPOXIMATELY 2 ACRES

CONVENTIONAL PRODUCT RECOVERY SYSTEMS SKIMMER PUMPTWO PUMP SYSTEM

VACUUM ENHANCED RECOVERY VACUUM REMOVES VADOSE ZONE CONTAMINATION INCREASES PRODUCT RECOVERY RATE IN TIGHT SOILS HOWEVER, IF PRODUCT RECOVERY PUMPING RATE DOES NOT EXCEED VACUUM, PRODUCT MAY UPCONE GOOD FOR BULK FUEL RECOVERY, DIFFICULT WHEN FUEL THICKNESS IS < 1 FOOT

MULTI-PHASE EXTRACTION

BENEFITS OF MPE: INCREASED DRIVING FORCE (I.e drawdown + vacuum) INCREASES PRODUCT RECOVERY RATES (from gallons per day to gallons per minute at NAS Lemoore) = FASTER REMEDIATION VACUUM EXTRACTION REMOVES CONTAMINATED VAPORS, REMEDIATING VADOSE ZONE SOILS REMOVES RESIDUAL LNAPL (not just mobile NAPL) JUMPS STARTS BIOREMEDIATION BY BIO-VENTING VADOSE ZONE SOILS PROVIDE HYDRAULIC CONTROL OF LNAPL DRAWBACKS OF MPE: INSTEAD OF ONLY RECOVERING FUEL, CONTAMINATED GROUNDWATER AND CONTAMINATED VAPOR MUST BE TREATED

Behold the POWER of MPE !!

EXTRACTION WELL LAYOUT 35 WELLS SPACED ON 30-ft CENTERS PIPED TO FOUR EXTRACTION UNITS EACH UNIT HAS A 60-hp LIQUID RING PUMP THAT PROVIDES 100 Hg TYPICAL YIELD IS 0.5 gpm PER WELL

TYPICAL EXTRACTION WELL

EXTRACTION WELL MANIFOLD

SEDIMENTATION OIL/WATER SEPARATOR PUMP BAG FILTERS GAC VESSELS ORIGINAL WATER TREATMENT CONFIGURATION

SYSTEM EFFLUENT REQUIREMENTS NO NEARBY SURFACE WATER FOR NPDES DISCHARGE NO POTW SYSTEM EFFLUENT IS DISCHARGED TO A LEACH FIELD 1,000 FEET SOUTH OF THE SYSTEM EFFLUENT REQUIREMENTS ARE: < 50 μg/L TPH AND < 0.5 μg/L BTEX

BUT I THOUGHT OIL AND WATER DON’T MIX? JET FUEL EMULSIFIED JET FUEL/WATER MIXTURE (SHOULD BE CLEAR WATER) Emulsions are formed by mechanical agitation (shearing) or chemical means (such as surfactants) Emulsions are typically smaller than 10 microns Emulsions can be stabilized by particulates (such as clay) Emulsions are too large to be captured in the pores of GAC

EMULSION REMOVAL METHODS DISSOLVED AIR FLOATATION COAGULATION/FLOCCULATION CLAY ADSORPTION MEMBRANE FILTRATION HEAT PLASTIC ADSORPTION

NEW CONFIGURATION NEW SYSTEM MAXIMUM FLOWRATE IS 30 gpm TYPICAL FLOWRATE IS 15 gpm

HOW DISSOLVED AIR FLOATATION WORKS: COAGULANT REDUCES THE CHARGE BETWEEN EMULSIFIED PARTICLES FLOCCULANT AGGLOMERATES COAGULATED PARTICLES INTO LARGER FLOC DISSOLVED AIR RELEASES MICROSCOPIC BUBBLES (50-micron) THAT ATTACH TO THE FLOC AND CARRY IT TO THE SURFACE SKIMMER REMOVES “FLOAT”

DISSOLVED AIR FLOATATION OIL/WATER EMULSION AIR TREATED WATER TREATED WATER WITH DISSOLVED AIR FLOAT

DAF UNIT IN ACTION

ND

PROBLEMS WITH DAF: GENERATES FLOAT (ABOUT 2 TO 3 PERCENT OF WATER TREATED) FRAGILE FLOC CAN EASILY SHEAR AND PASS THROUGH THE DAF UNIT HIGH TDS CAN FOUL PUMPS/DIFFUSERS

SCALE FORMATION ON THE DAF PUMP INTERFACE BETWEEN PUMP IMPELLERS AND CASING BECAME SCALED AND CAUSED PUMP TO SEIZE

BIOLOGICAL GROWTH IN JET FUEL SEVERAL TYPES OF BACTERIA AND FUNGUS LIVE AT THE OIL/WATER INTERFACE GROWTH CLOGS OIL/WATER SEPARATOR COALESCING MEDIA CONTAMINATES RECOVERED FUEL— INCREASING DISPOSAL COST

FLOAT GENERATION GENERATE 300 GALLONS PER DAY STORED IN 21,000-GALLON BAKER TANK SEPARATES INTO A FLOAT LAYER, A CLEAR WATER LAYER, AND SLUDGE CLEAR WATER IS RE-PROCESSED THROUGH THE SYSTEM, REDUCING VOLUME BY 90 PERCENT

BASELINE CONDITIONS

AFTER 2 MONTHS

AFTER 4 MONTHS

AFTER 5 MONTHS

AFTER 8 MONTHS

AFTER 11 MONTHS

VOLUME OF JP-5 RECOVEED

PERCENTAGE OF FUEL IN EXTRACTED LIQUID SYSTEM DOWN TURNED ON EXTRACTION UNIT #4 TURNED ON NEW EXTRACTION WELLS

QUESTIONS?