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Geostatistical Modeling as a Quality Management Tool to Address Uncertainty in Decision-making for Large Scale Sediment Assessment and Remediation Projects.

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Presentation on theme: "Geostatistical Modeling as a Quality Management Tool to Address Uncertainty in Decision-making for Large Scale Sediment Assessment and Remediation Projects."— Presentation transcript:

1 Geostatistical Modeling as a Quality Management Tool to Address Uncertainty in Decision-making for Large Scale Sediment Assessment and Remediation Projects Judith A. Schofield1, Pierre Goovaerts, Justin Telech, Ken Miller, and Molly Middlebrook Amos Computer Sciences Corporation Louis Blume U.S. EPA Great Lakes National Program Office U.S. EPA’s 28th Annual Conference on Managing Environmental Quality Systems May 14, 2009 1Presenter Introduce GLNPO and us

2 Acknowledgments Diana Mally David Wethington (now with USACE)
From U.S. EPA’s Great Lakes National Program Office, we acknowledge the following project leads and contributors: Diana Mally David Wethington (now with USACE) Marc Tuchman And from the Michigan Department of Environmental Quality: Michael Alexander 2

3 Geostatistics Set of statistical techniques used in the analysis of georeferenced data Increasingly popular in part due to the availability of geographic information systems (GIS) software Powerful tool when used in combination with GIS

4 How can Geostatistics be used as a Quality Management Tool?
Pools data to get the best representation of the site Uncertainty can be quantified Supports generation of cost effective sampling designs Large quantities of data can be more easily visualized Decisions are defensible, transparent, well-documented, and reproducible Facilitates informed cleanup decisions and effective use of remedial resources Will illustrate these points through a case study

5 Geostatistics in Sediment Assessment and Remediation
Describe extent and nature of contamination Identify data gaps Generate statistical sampling designs Calculate sediment volumes Develop remedial design Evaluate achievement of cleanup goals Communicate conditions to stakeholders The case study will illustrate many of these

6 Sediment Assessment and Remediation Projects using Geostatistics
Fox River, WI Hudson River, NY Minnesota Slip, Duluth Harbor, MN East Fork Poplar Creek, TN Great Lakes Legacy Act Black Lagoon, MI Hog Island, WI Ruddiman Creek, MI Division Street Outfall, MI St. Louis River, WI Ashtabula River, OH Trenton Channel, MI Buffalo River, NY Lincoln Park, WI Intro for Legacy act

7 Trenton Channel of the Detroit River
The Detroit River is one of 42 Areas of Concern (AOCs) in the Great Lakes investigations of the Upper Trenton Channel, within the Detroit River AOC, have shown that sediments are contaminated with polychlorinated biphenyls (PCBs), mercury and total polycyclic aromatic hydrocarbons (Total PAHs) among other contaminants EPA’s Great Lakes National Program Office (GLNPO) and the Michigan Department of Environmental Quality (MDEQ) are evaluating the extent of sediment contamination in support of a potential Great Lakes Legacy Act cleanup project

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10 Trenton Channel RI/FFS
In 2006, GLNPO and MDEQ initiated a remedial investigation and focused feasibility study (RI/FFS) of the site Sediment samples were collected and analyzed for a large variety of contaminants of concern Initial sampling was conducted in 2006 data (Phase I of the RI/FFS) Based on review of the Phase I data, GLNPO and MDEQ developed a series of questions that were the focus of additional sampling in 2007 (Phase II of the RI/FFS) Phase II based on geostatistical analysis Three study questions Three dqos, excellent example of systematic planning!

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13 Sediment Concentrations
COC – contaminant of concern TOC – threshold of concern

14 Describe traditional approach of making decision on each sample
Can easily make wrong decision again and again Box around sample is arbitrary Does not tell you where to dredge and how sure you are that you are contaminated

15 Statistical and Geostatistical Analysis
Exploratory Data Analysis Statistics Hypothesis testing using t-tests and regression Geostatistical Analysis 3D modeling SGeMS (Stanford Geostatistical Modeling Software) This talk will focus on geostatistical

16 Kriging Evolved in mineral exploration and mining of minerals, ores, and coals In 1963, G. Matheron named kriging after Daniel Gerdhaus Krige, a South African mining engineer, who used the technique to more accurately predict the extent of gold deposits in unsampled areas

17 Kriging Method of interpolation
Optimally predicts data values by using data taken at known locations Creates contours or isopleths of data across an area Other common methods of interpolation include inverse distance weighting and spline

18 Geostatistical Analysis Basics
Overlay grid Model sediment depth and create 3D grid using ordinary kriging Transform contaminant concentrations Compute 3D variogram for each contaminant and fit weighted least-square regression model Estimate contaminant concentrations for each block using kriging & surrounding observed concentrations

19 Min Max Note: Results are preliminary.

20 Min Max Note: Results are preliminary Total PAH Concentrations in Sediment at the Trenton Channel Site, View from Southeast of the Site (depth exaggerated 25 times)

21 Min Max Note: Results are preliminary Total PAH Concentrations in Sediment at the Trenton Channel Site, View from Northwest of the Site (depth exaggerated 25 times)

22 Min Max Note: Results are preliminary Total PAH Concentrations in Sediment at the Trenton Channel Site, View from Northeast of the Site (depth exaggerated 25 times)

23 Model Evaluation and Validation
Consistency of 3D model with core data

24 Model Evaluation and Validation
Consistency of 3D model with core data

25 Note: Results are preliminary

26 Note: Results are preliminary

27 Stochastic Simulation
Generate equiprobable models for mercury, Total PCBs and Total PAH distributions Apply dredging scenario to each set of 3 simulations Compute corresponding volume to be dredged Simu #1 (Hg) Simu #1 (PCB) Simu #1 (TPAH) 27

28 Uncertainty about Dredging Volumes
Simu #1 Simu #3 … … … Simu #2 Simu #50 Best case scenario Worst case scenario

29 Sediment Volume Estimates Mean Minimum Maximum 90,317 80,971 101,633
Note: Results are preliminary

30 Probability that at least one TOC is exceeded
TOC is CBSQG, One of several thresholds of concern being evaluated in feasibility study Note: Results are preliminary TOC – threshold of concern

31 Probability that at least one TOC is exceeded
Note: Results are preliminary TOC – threshold of concern

32 Next steps Depending on next steps at the site, develop sampling design that addresses areas with greatest uncertainty at threshold of concern

33 Geostatistics Pools data to get the best representation of the site
Facilitates informed cleanup decisions and effective use of remedial resources Uncertainty can be quantified Geostatistical analyses can support generation of cost effective sampling designs Large quantities of data can be more easily visualized Decisions are defensible, transparent, well-documented, and reproducible

34 Lessons Learned Follow systematic planning! Clearly define decision
Develop sampling design considering specific data analysis techniques Communicating results is a challenge and requires investment of project lead Collection of accurate representative sediment depth data is critical Research is needed to ground truth and refine the tools for sediment projects


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