CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport...

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CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow- Transport Analysis and Monitoring of Subsurface Remediation and Waste Storage Sites CRESP III Management Board Meeting February 27, 2012 PI: Shlomo P. Neuman Dept of Hydrology and Water Resources, University of Arizona, Tucson

Transcript of CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport...

Page 1: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

CRESP III RNL 03: Quantifying and Reducing Uncertainties in

Characterization, Flow-Transport Analysis and Monitoring of

Subsurface Remediation and Waste Storage Sites

CRESP III Management Board MeetingFebruary 27, 2012

PI: Shlomo P. Neuman

Dept of Hydrology and Water Resources, University of Arizona, Tucson

Page 2: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Project Objectives

Develop/demonstrate tools that would provide quantitative information to decision makers about uncertainties associated with

characterization, flow-transport analysis and monitoring of subsurface remediation and waste storage sites

potential of additional characterization and monitoring data to help reduce these uncertainties and risks associated with particular decisions

Page 3: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Relevance and Impact to DOE

Accounting for scale phenomena and the worth of data within the framework of a comprehensive risk and uncertainty assessment methodology, such as we propose, would greatly enhance confidence in DOE decisions concerning subsurface remediation and waste storage sites

Page 4: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Recent Accomplishments

• Pumping test inference of deep vadose zone properties

• Multimodel Bayesian method to assess the worth

of data

• Characterizing the scaling properties of hydrologic quantities varying randomly in space – time

Page 5: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Pumping Test Inference of Deep Vadose Zone Properties

The Problem: There presently is no good way to assess

large (field) scale vadose zone hydraulic properties at depth

Infiltration experiments and laboratory samples limited mostly to shallow depths

The Solution: Infer such properties by pumping water from saturated zone beneath deep vadose zoneWork Products: 1 doctoral dissertation, 2 papers in archival journal, 1 paper in WM2011

Page 6: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Pumping Test Inference of Deep Vadose Zone Properties

Borden Test Layout:

Page 7: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Pumping Test Inference of Deep Vadose Zone Properties

Borden Best-Fit Solution:

Page 8: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Pumping Test Inference of Deep Vadose Zone Properties

Borden Best-Fit Parameter Estimates:

Page 9: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Pumping Test Inference of Deep Vadose Zone Properties

Borden Vadose Zone Characteristic Estimates:

Page 10: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Multimodel Bayesian Method to Assess the Worth of Data

The Problem: Traditional worth of data analyses do not

consider conceptual & parameter uncertainties Bias and underestimation of uncertainty

The Solution: Multimodel Bayesian approach in cost-risk- benefit frameworkWork Products: 1 doctoral dissertation, 2 papers in archival journals (1 invited in special issue on risk and uncertainty assessment), 1 paper in WM2011, 1 invited paper in International Groundwater Conference proceedings

Page 11: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Multimodel Bayesian Method to Assess the Worth of Data

Apache Leap Research Site (ALRS) example:

-25

-20

-15

-10

-5

0

Z( m)

-100

1020

3040

-100

1020

30

W2aV2

X2Y2

Z2

Y3 Unsaturated fractured tuff

1-m-scale packer tests

Conducted with air

Matrix virtually saturated

Tests see mainly fractures

184 log10 k data

k in m2

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Multimodel Bayesian Method to Assess the Worth of Data

ALRS cross validation exercise:

-25

-20

-15

-10

-5

0

Z( m)

-100

1020

3040

-100

1020

30

W2aV2

X2Y2

Z2

Y3

Cross Validation Cases

CV I: D = W2a, Y3, Z2

C1 = X2

C2 = Y2

CV II: D = W2a, X2, Y2

C1 = V2

C2 = Z2

D = given data; C = new

Given funds to drill / test

only one hole in each CV,

should it be C1 or C2?

Page 13: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Multimodel Bayesian Method to Assess the Worth of Data

ALRS alternative model fits:

Multimodel (variogram)

geostatistical analysis:

• Power (Pow0)

• Exponential (Exp0)

• Spherical (Sph0)

Fits based on

(a)– (b) D

(c) – (d) D + C’1

(e) – (f) D + C’2

0 5 10 15 20 250

0.2

0.4

0.6

0.8

1

Separation distance (m)

Var

iogr

am

(a)

Sample variogram

Exp0

Sph0

Pow 0

0 5 10 15 20 250

0.2

0.4

0.6

0.8

1

Separation distance (m)

Var

iogr

am

(c)

Sample variogram

Exp0

Sph0

Pow 0

0 5 10 15 20 250

0.2

0.4

0.6

0.8

1

Separation distance (m)

Var

iogr

am

(e)

Sample variogram

Exp0

Sph0

Pow 0

0 5 10 15 20 250

0.2

0.4

0.6

0.8

Separation distance (m)

Var

iogr

am

(b)

Sample variogram

Exp0

Sph0

Pow 0

0 5 10 15 20 250

0.2

0.4

0.6

0.8

Separation distance (m)

Var

iogr

am

(d)

Sample variogram

Exp0

Sph0

Pow 0

0 5 10 15 20 250

0.2

0.4

0.6

0.8

Separation distance (m)

Var

iogr

am

(f)

Sample variogram

Exp0

Sph0

Pow 0

CV IICV I

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Multimodel Bayesian Method to Assess the Worth of Data

ALRS prior & preposterior uncertainty measures:

Page 15: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Multimodel Bayesian Method to Assess the Worth of Data

ALRS posterior & preposterior uncertainty reduction measures:

Though preposterior and posterior measures

differ, both select borehole X2 in CV I and V2

in CV II

Page 16: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

The Problem: Earth and environmental variables span

multiple space – time scales Their multiscale statistics remain poorly

understoodThe Solution:

New model that unifies seemingly disparate fractal / multifractal Gaussian / non-Gaussian power-law / breakdown scaling behaviors

New statistical inference method based on it Application to synthetic / field / lab data

Work Products: Multiple papers in varied archival journals; invited / keynote talks at AGU / PEDOFRACT

Page 17: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

AGU Invited Talk: Are log permeabilities Gaussian? Their increments may tell.

The Problem: Log permeabilities appear to be Gaussian or

nearly so (say beta) Their increments are often heavy tailed Can these be reconciled?

The Solution: Demonstrate consistency with our scaling

model Apply model to ALRS log permeability data

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Scaling Properties of Space – Time Variables

ALRS log k data are close to Gaussian

Their increments show heavy tails

Page 19: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

Can fit Levy distributions to increments

Levy index increases with separation

scale (lag) s toward Gaussian value of 2

Consistent with

our model and

Hurst scaling

exponent H = 0.33

Page 20: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

Model generated signal:

Page 21: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

Model generated signal:

Page 22: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

ALRS log k signal (highly irregular, not

unlike synthetic signal):

Page 23: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Scaling Properties of Space – Time Variables

We conclude:

ALRS log k is Levy with index slightly

smaller than Gaussian value of 2

Statistics of earth and environmental

variables should be inferred jointly from

data and their increments in a mutually

consistent manner

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Scaling Properties of Space – Time Variables

Additional key findings:

Multifractal scaling, exhibited by many earth

and environmental variables, is fully reproduced

by our (truncated monofractal) signals; as such

it is likely an artifact of sampling

Our model reproduces observed power-law

breakdown at small / large lags

Our model is the first to explain the widely

observed phenomenon of Extended Self

Similarity (ESS)

Page 25: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Current / Future Efforts(with Co-PI Prof. Marcel Schaap)

• Explore extreme value statistics of measured and

synthetic signals that scale in the above manner

• Develop a data base of pedologic and hydraulic properties of samples from the Hanford 200 Area vadose zone

• Use neural network, statistical and inverse methods to estimate vadose zone hydraulic properties at Hanford 200 Area and at Maricopa, AZ.

Page 26: CRESP III RNL 03: Quantifying and Reducing Uncertainties in Characterization, Flow-Transport Analysis and Monitoring of Subsurface Remediation and Waste.

Comment by PNNL Colleague• There was some effort to develop a database of

physical and hydraulic properties and to port these to the HEIS database. That work was supported by one of the site contractors, CHPRC.

• Unfortunately the project was discontinued in Jan 2011, after CHPRC over-ran their budget on a large-scale pump-and-treat system on site, and no data were actually put into HEIS. There has been no mention of restarting that effort.

• Unless DOE/CHPRC/other decides to fund that effort again, it will not happen.