Site Closure Exit Strategy DQOs Met LTMGTS v 0.6 user interface Components of the GTS temporal...

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Demonstration and Validation of GTS Long-Term Monitoring Optimization Software at Military and Government Sites (ER-0714) Philip M. Hunter, P.G., Air Force Center for Engineering and the Environment Kirk M. Cameron, Ph.D., MacStat Consulting, Ltd. Robert B. Stewart, SAIC What is GTS? GTS is the Geostatistical Temporal-Spatial (GTS) algorithm for optimizing long-term groundwater monitoring (LTM) programs. GTS uses a novel combination of statistical techniques to answer two questions given an existing LTM network: What is the optimum number and placement of wells in that network (i.e., is there spatial redundancy and/or is there lack of coverage within the spatial network)? and What is the optimal sampling frequency for wells in the network (i.e., is there temporal redundancy)? The output of a GTS analysis is a new sampling plan which is statistically similar to the original plan, but typically with fewer monitoring wells and/or less frequent sampling of those wells, ultimately resulting in lower operational costs. GTS Software In 2005, AFCEE released a beta version (GTS v0.6) of GTS. The Windows-based software includes the minimum features and tools needed to develop an optimal monitoring plan for a site with 30 to 200 wells. GTS enables a site operator to perform a scientifically defensible optimization analysis without substantial involvement of hydrogeologic and/or statistical or mathematical experts. Previous Applications of GTS Demonstration/Validation Under ESTCP-funded project ER-0714, AFCEE will upgrade, enhance, and test the GTS software. GTS upgrades will include improved reporting, graphics, and user guidance; 2.5D & 3D analyses; analysis of multiple COCs; and enhanced exploratory tools including COC selection, groundwater horizon analysis, and outlier search. The demonstration will apply the enhanced GTS software technology at three sites. The overall objective is to validate the effectiveness and usefulness of GTS for LTM optimization and show that the updated GTS can be robustly applied across sites with a variety of COCs, hydrogeologic settings, and remedial solutions. Primary performance criteria: Ease-of-use of enhanced GTS interface Reproducibility of results between expert and new users, given the same site data Projected cost savings and resource optimization at each site Further Information Philip M. Hunter, P.G., AFCEE 3300 Sidney Brooks Road, Brooks City-Base, TX 78235 (210) 536-5281 [email protected] Project Status Delivered Draft Demonstration Plan & Draft Software Development Plan Completed site visits to two sites Upgrades to GTS are in progress Benefits of Using GTS Statistically-based optimization Provides semi-objective, statistically-based optimization. Use of GTS compliments and encourages coordination with professional judgment in arriving at an optimal plan. Lower cost monitoring plan GTS typically identifies a more resource-effective LTM program by reducing sampling frequency and minimizing spatial redundancy in existing networks. Versatile Applicable to both site-specific plumes and unit-wide or base-wide studies involving multiple source areas, plumes, and monitoring conditions. Modular Spatial and temporal optimization modules each can be run independently. Temporal optimization can be run when there are too few wells for a spatial analysis. The GTS Algorithm GTS analysis involves four major steps: (1) data preparation, (2) data exploration, (3) temporal optimization, and (4) spatial optimization. The output is an optimal sampling plan and an estimate of cost savings from implementation of the new plan. Spatial Optimization Spatial analysis includes: 1) mapmaking using innovative geostatistical procedures; 2) searching for statistical redundancy via mathematical optimization; 3) determining optimal network size with the aid of cost- accuracy tradeoff curves; and 4) assessing whether new wells should be added and where. Temporal Optimization Temporal optimization includes: 1) temporal variograms applied to groups of wells, 2) iterative thinning of individual wells, 3) trend mapping over specific time periods, and 4) trend flagging. TCE concentration base map constructed using data from all wells Overview of GTS process Components of the GTS spatial optimization routine GTS v 0.6 user interface Components of the GTS temporal optimization routine Nearly identical base map constructed using an optimal number of wells (38% less) as determined by GTS Data Requirements GTS uses existing site data. No new types of data are required. A spatial analysis requires data for at least 20 to 30 wells, and a temporal analysis requires at least 8 distinct sampling events of historical monitoring data. Required information includes: Well ID and location Sample date Constituents of concern (COCs), concentration value, and quantitation limits Screen depth, interval, aquifer zone Water level measurement data (optional) GIS data (ESRI Shape files) to represent key features of the site Site boundary data file GTS v0.6 and the GTS User Guide are available at the AFCEE RPO web site: www.afcee.brooks.af.mil/products/rpo/ltm.asp Temporal trend fits using all data (above) and data from an optimal sampling frequency (below) Fairchild Ellsworth F.E. Warren Offutt Plattsburgh McGuire Beale McClellan Travis Wright- Patterson Grissom K.I. Sawyer Pease Hanscom Westover Newark Battle- creek Shaw AF Plant 6 Patrick Keesler Bolling/Andrews Mt Home Ft Drum (USA) Cape Canaveral Pope Griffiss Havre AFS Grand Forks Lowry Maxwell/Gunter Columbus Myrtle Beach MacDill Langley Scott Chanute Wurtsmith Madison ANG Eaker Rickenbacker Homestead Loring Roslyn Gentile England Mather Percol MMR AF Plant 59 Niagra Falls Sunset Golf Crs Dover HQ AFMC AF Plant 85 Seymour Johnson Charleston Arnold Avon Park Robins Ft Rucker Moody Eglin Hurlburt Tyndall Barksdale Johnson Whiteman Sioux Minot Cavelier Duluth McChord AF Plant 78 Hill AF Plant PJKS OHare Malstrom Kingsley Field (ANG) Buckley DDHU Hulman Field ANGB Glen Research Center DDSP DSCR DDMT Marshal Space Center Gulfport Stennis Field Space Center Langley Research Center Goddard Space Flight Center Wallops Flight Facility Hanford GTS Demonstration Sites Fairchild Ellsworth F.E. Warren Offutt Nellis Randolph Dyess Plattsburgh McGuire Beale McClellan Travis Vandenberg Edwards Los Angeles Wright- Patterson Grissom K.I. Sawyer Pease Hanscom Westover Kelly Little Rock AF Plant 4 AF Plant PJKS Newark Battle- creek Shaw AF Plant 6 Hickam 8 Locations Patrick Kirtland Cannon Davis-Monthan Keesler Bolling/Andrews Mt Home Camp Pendleton (USMC) Ft Drum (USA) Cape Canaveral Pope Griffiss Havre AFS Grand Forks Lowry George Norton Williams Carswell Bergstrom Maxwell/Gunter Columbus Myrtle Beach MacDill Langley Scott Chanute Wurtsmith Madison ANG Eaker Rickenbacker Kanehoe Bay (USN) Castle Luke Ft Bliss Lackland Altus Peterson Homestead Ft Carson Loring Roslyn Gentile England Mather Onizuka Ontario ANGB Percol MMR AF Plant 59 Niagra Falls Sunset Golf Crs Dover HQ AFMC AF Plant 85 Seymour Johnson Charleston Arnold Avon Park Robins Ft Rucker Moody Eglin Hurlburt Tyndall Barksdale Johnson Space Center Brooks Camp Stanley NAS Ft Worth Goodfellow Reese Whiteman McConnell Tinker Sioux Minot Cavelier Duluth McChord AF Plant 78 Hill AF Plant PJKS AF Academy Lamar March Superior Valley AF Plant 44 Laughlin AF Plant 3 AF Plant 42 Holloman OHare Richards-Gebaur Malstrom Vance AFB Eielson Galena Elmendorf Clear 611th CEOS 15 Locations Arctic Surplus King Salmon Kodiak Island (USCG) Eareckson Johnston Atoll GoldStone DSCC Kingsley Field (ANG) Buckley Schriever DDHU Cheyenne Mountain DDJCTracy Jet Propulsion Lab White Sands Hulman Field ANGB Glen Research Center DDSP DSCR DDMT Marshal Space Center Gulfport Stennis Field Space Center Langley Research Center Goddard Space Flight Center Wallops Flight Facility Hanford GTS Demonstration Sites GTS has been applied at 10 different Air Force and Department of Energy sites. Sites evaluated have included single plumes, entire basewide networks, multiple groundwater units and plume sources, shallow water table and confined aquifers, and well networks with over 1,200 wells. GTS analysis has been conducted on a wide range of COCs, including metals, chlorinated solvents and other VOCs, emerging contaminants (e.g., 1,4- dioxane), radionuclides, and indicator parameters. Demonstration Sites Participating partners and demonstration sites include: Fernald Site (DoE), Ohio Former uranium processing facility undergoing restoration Primary COC is uranium. Characterization Remediation LTM Initial Design LTM Optimized LTM Complete MW Sampling Network Review 35 Yr Exit Strategy -DQOs Met -Goals Achieved Site Closure Adjust Validate Characterization Remediation LTM Initial Design LTM Optimized LTM Complete MW Sampling Network Review 35 Yr Exit Strategy -DQOs Met -Goals Achieved Site Closure Adjust Validate Trend map Edwards AFB Loring AFB Pease AFB Tinker AFB Original Monitoring Frequency Annual Quarterly Annual Quarterly to Annual Optimized Monitoring Interval Every 7 Qtrs Every 2-3 Qtrs Every 8 Qtrs Every 5-6 Qtrs Redundant Wells 20-34% 20-30% 10-36% 38% Cost Reduction 54-62% 33-39% 49-52% 59-61% Annual Cost Savings $230K - $270K $300K - $360K $85K - $90K $950K - $995K GTS demonstration sites (1998 2005) Site Visits & Data Collection GTS Upgrade and Testing Demonstration/Validation Transition Plan 2010 Schedule Task 2007 2008 2009 Facilitates Site Closure Reanalysis every 3 to 5 years will ensure LTM program is optimized. Periodic adjustments to monitoring plan and engagement of regulators can facilitate reduced monitoring and/or site closure. It’s free GTS is free to all users and runs on a personal computer running Windows XP; does not require any additional specialized software to implement. Fernald Site, Ohio Groundwater treatment, Former Nebraska Ordnance Plant Groundwater treatment, Air Force Plant 44 Nebraska Ordnance Plant (Army), Mead, NE Former munitions production and storage facility COCs include VOCs and explosives Air Force Plant 44 (Air Force), Tucson, AZ Active weapons systems manufacturing plant COCs include trichloroethylene (TCE), 1,4-dioxane, and chromium

Transcript of Site Closure Exit Strategy DQOs Met LTMGTS v 0.6 user interface Components of the GTS temporal...

Page 1: Site Closure Exit Strategy DQOs Met LTMGTS v 0.6 user interface Components of the GTS temporal optimization routine ... GTS v0.6 and the GTS User Guide are available at the AFCEE RPO

Demonstration and Validation of GTS Long-Term Monitoring Optimization Software at Military and Government Sites (ER-0714)

Philip M. Hunter, P.G., Air Force Center for Engineering and the Environment

Kirk M. Cameron, Ph.D., MacStat Consulting, Ltd.

Robert B. Stewart, SAIC

What is GTS?GTS is the Geostatistical Temporal-Spatial (GTS) algorithm for optimizing long-term groundwater monitoring (LTM) programs.

GTS uses a novel combination of statistical techniques to answer two questions given an existing LTM network:

• What is the optimum number and placement of wells in that network (i.e., is there spatial redundancy and/or is there lack of coverage within the spatial network)? and

• What is the optimal sampling frequency for wells in the network (i.e., is there temporal redundancy)?

The output of a GTS analysis is a new sampling plan which is statistically similar to the original plan, but typically with fewer monitoring wells and/or less frequent sampling of

those wells, ultimately resulting in lower operational costs.

GTS SoftwareIn 2005, AFCEE released a beta version (GTS v0.6) of GTS. The Windows-based software includes the minimum features and tools needed to develop an optimal monitoring plan for a site with 30 to 200 wells.

GTS enables a site operator to perform a scientifically defensible optimization analysis without substantial involvement of hydrogeologic and/or statistical or mathematical experts.

Previous Applications of GTS Demonstration/ValidationUnder ESTCP-funded project ER-0714, AFCEE will upgrade, enhance, and test the GTS software. GTS upgrades will include improved reporting, graphics, and user guidance; 2.5D & 3D analyses; analysis of multiple COCs; and enhanced exploratory tools including COC selection, groundwater horizon analysis, and outlier search.

The demonstration will apply the enhanced GTS software technology at three sites. The overall objective is to validate the effectiveness and usefulness of GTS for LTM optimization and show that the updated GTS can be robustly applied across sites with a variety of COCs, hydrogeologic settings, and remedial solutions.

Primary performance criteria:

• Ease-of-use of enhanced GTS interface

• Reproducibility of results between expert and new users, given the same site data

• Projected cost savings and resource optimization at each site

Further InformationPhilip M. Hunter, P.G., AFCEE

3300 Sidney Brooks Road, Brooks City-Base, TX 78235

(210) 536-5281

[email protected]

Project Status• Delivered Draft Demonstration Plan

& Draft Software Development Plan

• Completed site visits to two sites

• Upgrades to GTS are in progress

Benefits of Using GTS• Statistically-based optimization – Provides semi-objective, statistically-based

optimization. Use of GTS compliments and encourages coordination with professional judgment in arriving at an optimal plan.

• Lower cost monitoring plan – GTS typically identifies a more resource-effective LTM program by reducing sampling frequency and minimizing spatial redundancy in existing networks.

• Versatile – Applicable to both site-specific plumes and unit-wide or base-wide studies involving multiple source areas, plumes, and monitoring conditions.

• Modular – Spatial and temporal optimization modules each can be run independently. Temporal optimization can be run when there are too few wells for a spatial analysis.

The GTS AlgorithmGTS analysis involves four major steps: (1) data preparation, (2) data exploration, (3) temporal optimization, and (4) spatial optimization. The output is an optimal sampling plan and an estimate of cost savings from implementation of the new plan.

Spatial Optimization

Spatial analysis includes: 1) mapmaking using innovative geostatistical procedures; 2) searching for statistical redundancy via mathematical optimization; 3) determining optimal network size with the aid of cost-accuracy tradeoff curves; and 4) assessing whether new wells should be added and where.

Temporal Optimization

Temporal optimization includes: 1) temporal variograms applied to groups of wells, 2) iterative thinning of individual wells, 3) trend mapping over specific time periods, and 4) trend flagging.

TCE concentration base map constructed using data from all wells

Overview of GTS process

Components of the GTS spatial optimization routine

GTS v 0.6 user interface

Components of the GTS temporal optimization routine

Nearly identical base map constructed using an optimal number of wells (38% less) as determined by GTS Data Requirements

GTS uses existing site data. No new types of data are required. A spatial analysis requires data for at least 20 to 30 wells, and a temporal analysis requires at least 8 distinct sampling events of historical monitoring data. Required information includes:

• Well ID and location

• Sample date

• Constituents of concern (COCs), concentration value, and quantitation limits

• Screen depth, interval, aquifer zone

• Water level measurement data (optional)

• GIS data (ESRI Shape files) to represent key features of the site

• Site boundary data file

GTS v0.6 and the GTS User Guide are available at the AFCEE RPO web site: www.afcee.brooks.af.mil/products/rpo/ltm.asp

Temporal trend fits using all data (above) and data from an optimal sampling frequency (below)

Fairchild

Ellsworth

F.E. Warren

Offutt

Nellis

Randolph

Dyess

Plattsburgh

McGuire

Beale

McClellan Travis

VandenbergEdwards

Los Angeles

Wright-Patterson

Grissom

K.I. Sawyer

PeaseHanscom

Westover

Kelly

LittleRock

AF Plant 4

AF Plant PJKS

Newark

Battle-creek

Shaw

AF Plant 6

Hickam8 Locations

Patrick

Kirtland

Cannon

Davis-Monthan

Keesler

Bolling/Andrews

Mt Home

Camp Pendleton (USMC)

Ft Drum (USA)

Cape Canaveral

Pope

Griffiss

Havre AFS

Grand Forks

Lowry

George

NortonWilliams

Carswell

Bergstrom

Maxwell/Gunter

Columbus

Myrtle Beach

MacDill

LangleyScott

Chanute

Wurtsmith

Madison ANG

Eaker

Rickenbacker

Kanehoe Bay

(USN)

Castle

Luke

Ft Bliss

Lackland

Altus

Peterson

Homestead

Ft Carson

Loring

Roslyn

Gentile

England

Mather

Onizuka

OntarioANGB

Percol

MMRAF Plant 59

Niagra Falls

Sunset Golf CrsDover

HQ AFMC

AF Plant 85

Seymour Johnson

Charleston

Arnold

Avon Park

Robins

Ft RuckerMoody

EglinHurlburtTyndall

Barksdale

JohnsonSpace CenterBrooks

Camp Stanley

NAS Ft Worth

Goodfellow

Reese

WhitemanMcConnell

Tinker

Sioux

Minot

Cavelier

DuluthMcChord

AF Plant 78

HillAF Plant PJKS

AF Academy

Lamar

March

Superior Valley

AF Plant 44

Laughlin

AF Plant 3

AF Plant 42

Holloman

O’Hare

Richards-Gebaur

Malstrom

Vance AFB

Eielson

Galena

Elmendorf

Clear

611th CEOS15 Locations

Arctic Surplus

King Salmon

Kodiak Island(USCG)

EarecksonJohnston

Atoll

GoldStone DSCC

Kingsley Field

(ANG)

Buckley

Schriever

DDHU

Cheyenne Mountain

DDJCTracy

Jet Propulsion Lab

White Sands

HulmanFieldANGB

Glen ResearchCenter

DDSP

DSCR

DDMTMarshalSpace Center

Gulfport

Stennis FieldSpace Center

Langley Research Center

Goddard Space Flight Center

Wallops Flight Facility

Hanford

GTS Demonstration Sites

Fairchild

Ellsworth

F.E. Warren

Offutt

Nellis

Randolph

Dyess

Plattsburgh

McGuire

Beale

McClellan Travis

VandenbergEdwards

Los Angeles

Wright-Patterson

Grissom

K.I. Sawyer

PeaseHanscom

Westover

Kelly

LittleRock

AF Plant 4

AF Plant PJKS

Newark

Battle-creek

Shaw

AF Plant 6

Hickam8 Locations

Patrick

Kirtland

Cannon

Davis-Monthan

Keesler

Bolling/Andrews

Mt Home

Camp Pendleton (USMC)

Ft Drum (USA)

Cape Canaveral

Pope

Griffiss

Havre AFS

Grand Forks

Lowry

George

NortonWilliams

Carswell

Bergstrom

Maxwell/Gunter

Columbus

Myrtle Beach

MacDill

LangleyScott

Chanute

Wurtsmith

Madison ANG

Eaker

Rickenbacker

Kanehoe Bay

(USN)

Castle

Luke

Ft Bliss

Lackland

Altus

Peterson

Homestead

Ft Carson

Loring

Roslyn

Gentile

England

Mather

Onizuka

OntarioANGB

Percol

MMRAF Plant 59

Niagra Falls

Sunset Golf CrsDover

HQ AFMC

AF Plant 85

Seymour Johnson

Charleston

Arnold

Avon Park

Robins

Ft RuckerMoody

EglinHurlburtTyndall

Barksdale

JohnsonSpace CenterBrooks

Camp Stanley

NAS Ft Worth

Goodfellow

Reese

WhitemanMcConnell

Tinker

Sioux

Minot

Cavelier

DuluthMcChord

AF Plant 78

HillAF Plant PJKS

AF Academy

Lamar

March

Superior Valley

AF Plant 44

Laughlin

AF Plant 3

AF Plant 42

Holloman

O’Hare

Richards-Gebaur

Malstrom

Vance AFB

Eielson

Galena

Elmendorf

Clear

611th CEOS15 Locations

Arctic Surplus

King Salmon

Kodiak Island(USCG)

EarecksonJohnston

Atoll

GoldStone DSCC

Kingsley Field

(ANG)

Buckley

Schriever

DDHU

Cheyenne Mountain

DDJCTracy

Jet Propulsion Lab

White Sands

HulmanFieldANGB

Glen ResearchCenter

DDSP

DSCR

DDMTMarshalSpace Center

Gulfport

Stennis FieldSpace Center

Langley Research Center

Goddard Space Flight Center

Wallops Flight Facility

Hanford

GTS Demonstration Sites

GTS has been applied at 10 different Air Force and Department of Energy sites. Sites evaluated have included single plumes, entire basewide networks, multiple groundwater units and plume sources, shallow water table and confined aquifers, and well networks with over 1,200 wells.

GTS analysis has been conducted on a wide range of COCs, including metals, chlorinated solvents and other VOCs, emerging contaminants (e.g., 1,4-dioxane), radionuclides, and indicator parameters.

Demonstration Sites

Participating partners and demonstration sites include:

• Fernald Site (DoE), Ohio

Former uranium processing facility undergoing restoration

Primary COC is uranium.

Characterization Remediation

LTMInitial Design

LTMOptimized

LTMComplete

MW SamplingNetwork

Review3–5 Yr

Exit Strategy-DQOs Met

-Goals Achieved

Site Closure

AdjustValidate

Characterization Remediation

LTMInitial Design

LTMOptimized

LTMComplete

MW SamplingNetwork

Review3–5 Yr

Exit Strategy-DQOs Met

-Goals Achieved

Site Closure

AdjustValidate

Trend map

Edwards AFB Loring AFB Pease AFB Tinker AFB

Original Monitoring Frequency Annual Quarterly Annual Quarterly to Annual

Optimized Monitoring Interval Every 7 Qtrs Every 2-3 Qtrs Every 8 Qtrs Every 5-6 Qtrs

Redundant Wells 20-34% 20-30% 10-36% 38%

Cost Reduction 54-62% 33-39% 49-52% 59-61%

Annual Cost Savings $230K - $270K $300K - $360K $85K - $90K $950K - $995K

GTS demonstration sites (1998 – 2005)

Site Visits & Data Collection

GTS Upgrade and Testing

Demonstration/Validation

Transition Plan

2010

Schedule

Task2007 2008 2009

• Facilitates Site Closure –Reanalysis every 3 to 5 years will ensure LTM program is optimized. Periodic adjustments to monitoring plan and engagement of regulators can facilitate reduced monitoring and/or site closure.

• It’s free – GTS is free to all users and runs on a personal computer running Windows XP; does not require any additional specialized software to implement.

Fernald Site, Ohio

Groundwater treatment, Former Nebraska Ordnance Plant

Groundwater treatment, Air Force Plant 44

• Nebraska Ordnance Plant (Army), Mead, NE

Former munitions production and storage facility

COCs include VOCs and explosives

• Air Force Plant 44 (Air Force), Tucson, AZ

Active weapons systems manufacturing plant

COCs include trichloroethylene (TCE), 1,4-dioxane, and chromium