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J.C. Guarneri, H.O. Liechty, J.D. Carr, D.A. Marion, J.A ... · Statistical analysis did not give...

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J.C. Guarneri, H.O. Liechty, J.D. Carr, D.A. Marion, J.A. Clingenpeel, and H.L. Adams University of Arkansas at Monticello
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J.C. Guarneri, H.O. Liechty, J.D. Carr, D.A. Marion, J.A. Clingenpeel, and H.L. Adams

University of Arkansas at Monticello

Inte

rpol

atio

n M

etho

ds

Inverse Distance Weighted

Local Polynomials

Radial Basis Functions

Kriging

IDW

First Order (LocalF)

Second Order (LocalS)

Multiquadric (MULTI)

Inverse Multiquadric (INVM)

Thin Plate Spline (TPS)

Completely Regularized Spline (REG)

Ordinary Kriging

Statistical analysis did not give an indication of channel arrangement or catchment characteristics

Study Objective Compare channel and catchment

characteristics among various interpolators and cell sizes to see if there are any improvements

Wolf Pen Gap, Polk County, Arkansas

Wolf Pen Gap, Polk County, Arkansas

Watershed Parameters of Interest Catchment Perimeter

Watershed Parameters of Interest Catchment Perimeter

Stream Order

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length Bifurcation Ratio

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length Bifurcation Ratio

Drainage Density

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length Bifurcation Ratio Drainage Density

Relief Ratio

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length Bifurcation Ratio Drainage Density

Relief Ratio Stream Slope

Watershed Parameters of Interest Catchment Perimeter

Stream Order Stream Frequency

Stream Length Bifurcation Ratio Drainage Density

Relief Ratio Stream Slope

Catchment Shape

- Estimated each of the 9 watershed parameters for each interpolation method and cell size

- Compared them to the reference dataset

Inverse Distance Weighted (IDW, 2.5 & 5 meters)

Inverse Multiquadric (INVM, 2.5 & 5 meters)

Completely Regularized Spline (REG, 2.5 & 5 meters)

Digital Elevation Model (DEM_WOLF, 10 meters)

- Performed Kruskal–Wallis and signed-rank tests in SPSS to compare each parameter by

watershed

- Compared differences (interpolator – reference data) using PROC GLM in SAS (n = 49, α = 0.05) to compare each parameter by

watershed

α = 0.05

Comparison of 8 interpolation methods in PROC GLM

F p

Catchment Perimeter 5.53 <.01

Stream Order 0.49 0.82

Stream Frequency 1.08 0.38

Stream Length 0.79 0.58

Bifurcation Ratio 0.47 0.83

Drainage Density 2.39 0.03

Relief Ratio 0.55 0.77

Stream Slope 0.88 0.51

Catchment Shape 0.76 0.60

Difference (interpolator – reference data) for Perimeter by interpolation method

-30

-20

-10

0

10

20

30

40

50

60

DEM_WOLF IDW, 2.5m IDW, 5m INVM, 2.5m INVM, 5m REG, 2.5m REG, 5mAver

age

Diff

eren

ce

Interpolation Method

C

A A

AB AB

BC BC

Difference for Drainage Density by interpolation method

-0.00065

-0.00055

-0.00045

-0.00035

-0.00025

-0.00015

-0.00005DEM_WOLF IDW, 2.5m IDW, 5m INVM, 2.5m INVM, 5m REG, 2.5m REG, 5m

Aver

age

Diff

eren

ce

Interpolation Method

AB

A

A

B

B B B

Conclusions… • Catchment perimeter best described with

Inverse Multiquadric (5m) & Completely Regularized Spline (5m) interpolation methods

Conclusions… • Catchment perimeter best described with

Inverse Multiquadric (5m) & Completely Regularized Spline (5m) interpolation methods

Conclusions… • Catchment perimeter best described with

Inverse Multiquadric (5m) & Completely Regularized Spline (5m) interpolation methods

• Drainage density best described with the Inverse Distance Weighted interpolation method

Conclusions… • Catchment perimeter best described with

Inverse Multiquadric (5m) & Completely Regularized Spline (5m) interpolation methods

Conclusions… • Catchment perimeter best described with

Inverse Multiquadric (5m) & Completely Regularized Spline (5m) interpolation methods

• Drainage density best described with the Inverse Distance Weighted interpolation method

• There was no difference in other parameters of interest due to interpolation method or cell size

Questions?

This study was funded by:


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