The Full Use of FLUTe Liner Technology in Fractured Rock Boreholes BY CARL KELLER.

Slides:



Advertisements
Similar presentations
Estimation of Borehole Flow Velocity from Temperature Profiles Maria Klepikova, Tanguy Le Borgne, Olivier Bour UMR 6118 CNRS University of Rennes 1, Rennes,
Advertisements

Time-Lapse Monitoring of CO2 Injection with Vertical Seismic Profiles (VSP) at the Frio Project T.M. Daley, L.R. Myer*, G.M. Hoversten and E.L. Majer.
Multi-Level Ground-Water Monitoring Travis von Dessonneck.
Summary of Conceptual Design Site 3 Causeway Landfill Culvert Stabilization Marine Corps Recruit Depot Parris Island (CTO JM38) 19 August 2014.
Environmental Drilling By: Josh Humphreys October 8,2006.
© 2011 COLUMBIA Technologies. Use of MiHpt Systems to Improve Project Outcomes Rapid, Real-Time High Resolution Site Characterization © 2013 COLUMBIA Technologies.
Assessing and Communicating Risk: A Partnership to Evaluate a Superfund Site on Leech Lake Tribal Lands Groundwater Movement and Contamination By Cindy.
Trinity Glen Rose Groundwater Conservation District Monty McGuffin, Santos Tovar and Jim O’Connor Resource Compliance and Protection Department March 10,
Water Contaminants Soluble Contaminants - dissolve in water Particulates/Colloids - carried by the water column Insoluble Contaminants - very low solubility.
Terra Slicing Technology Overview.
Groundwater Ground water does not occur as an underground river UNLESS it is found in a cave.
Warm Up Think about where water comes from. Is there more or less water on Earth than there was 1 billion years ago?
Well logging course for fourth year
Should Horizontal Wellbores be Logged? An analytical approach to hydraulic fracturing entry positioning and completion equipment selection.
Section 1: Water Resources
“PRODUCTION” MIDDLE EAST TECHNICAL UNIVERSITY
1 Soil Vapor Extraction Limitations and Enhancements LeeAnn Racz AgE 558 Semester Project April 2001.
Soils Investigation Soil Investigation
Copyright  2009 by Automatic Test & Control Limited. All rights reserved.Automatic Test & Control Limited Form, fill and seal flexible packaging Low Pressure.
Rock Coring Obtain undisturbed samples of solid, fractured, or weathered rock formations.
SmartPacker Workup - 8/01 SmartPacker Workup 8-01 Working document This is a work-in-progress And is under development. Not for Publication ! Robin Lafever.
Soil and Rock Sampling. Environmental Site Characterization Number of samples taken depends on the size of the site Hollow stem auger normally used for.
Basic Geologic and Hydrogeologic Investigations
Well Testing Initial production tests at surface after wellbore cleanup and fracing. Sometimes called initial potential or IP. IP= Initial Production IPF.
Why Developing?  Restore aquifer, following damage due to drilling  Reduce head loss by increasing permeability  Increase well efficiency  Reduce drawdown.
General Electric – Housatonic River Project November 6, 2002 Overview of NAPL and Groundwater Programs Mike Nalipinski EPA New England Mike Nalipinski.
Evaluation of a bedrock aquitard for regional- and local-scale groundwater flow Kenneth R. Bradbury, Madeline B. Gotkowitz, and David J. Hart Wisconsin.
Well Construction Example 1 Screen in Target Confined Aquifer C Confined Aquifer B Proper Well Construction Requirements In addition to the Virginia Department.
Profiling Transmissivity and Contamination in Fractures Intersecting Boreholes USEPA-USGS Fractured Rock Workshop EPA Region 2 14 January 2014 Claire Tiedeman.
Hydraulic head applications of flowmeter logs in karst aquifer studies Fred Paillet Geosciences Department University of Arkansas.
Groundwater Flow and Transport over Larger Volumes of Rock: Cross-Hole Hydraulic and Tracer Testing USEPA-USGS Fractured Rock Workshop EPA Region 2 14.
Drilling Operations History Drake’s Well was the first commercial oil well drilled in 1859 in Pennsylvania. Cable Tool Drilling technique was used to drill.
John N. Dougherty, PG Lisa Campbell, PG EPA Region 2, New York City
The Analysis of the FACT By Carl Keller Principal Scientist FLUTe.
Petroleum Engineering 406 Lesson 4 Well Control. Read Well Control Manual –Chapter 9 Homework 2 Due Feb. 3, 1999.
Under-balanced well bore cleanout and production evaluation technology.
Well Log Interpretation Basic Relationships
Presented by Michael Taraszki, PG, CHG Engineering and Consulting, Inc. Perchlorate Monitoring in the Llagas Groundwater Subbasin South Santa Clara County,
1:1 scale wellbore experiment for a better understanding of well integrity in the context of CO 2 geological storage, Mont Terri underground rock laboratory.
Problem 1a The table on the right shows the results of a formation sample hypothetical sieve analysis. (Grain sizes listed in the table are conjecture,
1 FUNDAMENTAL PRINCIPALS OF In Situ THERMAL TREATMENT Professor Kent S. Udell Department of Mechanical Engineering Department of Civil and Environmental.
Induction Conductivity and Natural Gamma Logs at the Osage Skiatook Research Sites “A” and “B”, Northeastern, Oklahoma By Marvin M. Abbott, Bruce D. Smith,
Marine Resistivity: a Tool for Characterizing Sediment Zones.
3 Easy Steps STEP 1: SITE SELECTION Select Area with Unsuitable Rock Types.
Res A Performed By Gemini Solutions, Inc. May 2001.
Use of multiple tracers and geochemical modeling to assess vulnerability of a public supply well in the karstic Floridan aquifer Brian Katz1, Christy Crandall1,
RI/FS/RD/RA USEPA Region III PADEP Golder Associates Inc. Berks Landfill Superfund Site.
WaterSection 1 Chapter 11 Water Section 1: Water Resources.
Slim Borehole Scanner (SBS) An Update
Argentina,
Fossils. Essential Question How can fossils be used to help explain what happened in the past?
Get the Ground Water Picture. Individual Questions The horizontal scale of the cross section is 1 inch = 1 mile. The vertical scale is 1 inch = 50 ft.
Lesson Understanding Soil Drainage Systems. Interest Approach Ask students the question, “What determines how fast water will flow through a funnel?”
Introduction to Well Completions
Groundwater Pollution
Geology 5660/6660 Applied Geophysics 20 Apr 2016
Water Chapter 11. Water Resources Section 11.1 Water is essential to life on Earth. Humans can live for more than month without food, but we can live.
Introduction Do air-filled caves cause high-resistivity anomalies? A six-case study from the Edwards Aquifer Recharge Area, San Antonio, TX Mustafa Saribudak.
ENVIROGUARD WASHOUT SYSTEMS
Andrzej Kotyrba Central Mining Institute Katowice, Poland
TRENCHLESS TECHNOLOGY
SUSTAINABLE DRILLING OF OIL & GAS WELLS
Wyoming Blair Wallis Fractured Rock Hydrology Research
The use of borehole radar tomography to monitor a steam injection pilot study in a contaminated fractured limestone (Maine, USA) C. Grégoire, J.W. Lane.
Ground Water Revised 12/16/09.
Groundwater occupies pores or open space within Earth materials
Ground Water Revised 12/16/09.
Well Testing Well Performance Tests Flow Profiles Packer Tests
Coal Bed Methane Cementing Best Practices
Frostproof Site Hydrogeological Investigation of
Presentation transcript:

The Full Use of FLUTe Liner Technology in Fractured Rock Boreholes BY CARL KELLER

Objectives? Map the contaminant distribution 1. Two dimensional assessment of NAPL 2. Map the dissolved phase distribution of contamination 3. Sample the ground water at many elevations for analysis Determine where it is going 1. Measure the conductivity distribution in the formation 2. Map the head distribution that is driving the flow Or, Map the flow paths and head distribution near mines Or, Map the water quality and availability for municipal water supplies

Drill the hole quickly to avoid cross connection Fastest drilling methods?  Air rotary, preferably 6 inch diam.  Time per hundred ft ~ half day?  Cost per foot ~ $26/ft  HQ core drilling  Time ~4 times longer than air rotary  Cost per foot ~$65/ft  Sonic drilling  Time and cost ???

Install a blank liner with NAPL/FACT systems (usually done by driller)  Minimize time the hole is left open for cross connection  NAPL Cover reacts to many free products and carries the FACT activated carbon strip  FACT strip wicks by diffusion the dissolved contaminants from the pore/fracture space for a replica of the contaminant distribution.  Leave in place ~2 weeks+ to allow in-depth diffusion sampling of pore space for a replica of the contaminant distribution

Removal of the liner enhances removal of cuttings from fractures  Large drawdown beneath the liner in most cases  Abrupt application of the drawdown head  Effect has been demonstrated with measurements of transmissivity before and after.

The NAPL FLUTe results Stains locate DNAPL S Still bottoms In direct push hole Coal tar TCE in 3” corehole

Inverted cover showing silver diffusion barrier Circumstances of FACT: Direct push installation to 8 M in clay till in Denmark. Left in place one day. Mass spectrometer assessment of carbon felt. MIP profiles Tests in Denmark confirm FACT maps dissolved phase

The FACT outer NAPL cover and the diffusion barrier prevent undesirable carbon interaction with borehole water or liner

Two strips of the FACT add to the utility  The high speed continuous reading of the first activated carbon strip provides an overview of the contaminant distribution (in development)  The continuous record guides the selection of the discrete intervals of the second FACT strip to be sectioned for explicit measurement of the contaminant species and relative abundance using the methanol extraction and GCMS analysis. Otherwise, use the transmissivity profile for selection of FACT intervals to be sampled

The FACT wicks to a significant depth Water Filled Liner

Perform the Transmissivity Profile With the NAPL FLUTe/FACT carrier liner  Plus, measure head at bottom of borehole  Determine the highest head in hole (artesian?)  Head profile with stepwise removal of the liner

Other useful measurements to be combined with Liner measurements:  Borehole flow meter under natural head (i.e., un-pumped)  Caliper log for correlation with the transmissivity velocity profile and confirmation of the depths of significant features.  Video log for correlation with flow zones identified and formation information.

Define the sampling elevations for head and water quality measurements for construction of the Water FLUTe multi-level system for long term measurements.  Guided by the profile results  Guided by the FACT and NAPL FLUTe results  Guided by any geophysical results available

Install the Water FLUTe system in one day: 1. Pull the blank liner 2. Install the Water FLUTe system (with or without recording transducers) 3. Test the individual ports by purging individually 4. Thoroughly purge all ports simultaneously with the manifold 5. Sample all ports simultaneously with the manifold.

Other useful options  Monitor the arrival of Potassium permanganate with a transparent liner and white covering.  Short stroke the Water FLUTe multi-level pumping system to detect the arrival of the injected remediation fluids or tracers with minimal water extraction

Measurements that may not be needed:  Electric log?  Gamma log?  Acoustic log (unless borehole water too cloudy for optical video)?  Core assessment and related drilling costs?  Packer tests? Because:  FACT identifies the extent of contamination confirmed with Water FLUTe measurements without the borehole being open for cross connection.  Head profile is available with blank liner and with the Water FLUTe.  Flow zones are identified with higher spatial resolution with the transmissivity profile unless there is a high flow zone at the bottom of the hole. In that case, packer testing is useful for identification of lower permeability flow zones.  Water quality and head measurements are made over long time periods with the Water FLUTe in a sealed hole, not just once in an open hole.  Others? Food for thought. Ultimately the customer’s choice.

Summary: 1. Liners provide a rapid seal of the entire borehole 2. Liner measurements locate LNAPL and DNAPL sources 3. Liner measurements provide a dissolved contaminant distribution 4. Liner removal is an effective well development procedure 5. Liner measurements provide high resolution transmissivity information 6. Liner measurements provide long term water quality history 7. Liner measurements provide head distribution history 8. No sealing materials are required 9. Liners are easily removed for other borehole use or abandonment 10. Liner measurements minimize the time the borehole is cross connecting

Conclusion  The ability to seal the entire borehole after drilling reduces the confusion of contaminant distribution due to cross connection  The mapping of NAPL and dissolved contaminants while the borehole is sealed has obvious advantages.  The transmissivity profiling technique allows high resolution of formation flow paths in minimum time and for minimum cost.  The flexible liner multi-level systems allow high resolution monitoring of water quality and head.  The several liners’ seal of the entire borehole reduces the confusion of contaminant distribution due to bypass of packer systems.  The ability to remove the liner allows a practical warranty of the system

For more information on liner methods, prices, and installation procedures:   Web site  Call or