Long-term bathymetry changes Quest4D Job Janssens – Flanders Hydraulics Research.

Slides:



Advertisements
Similar presentations
Problems 2.1, 2.2 and 2.3 pages How Fitting! – The Least Squares Line and How Fitting! – The Least Squares Exponential Fitting Models to Data.
Advertisements

Cost of surrogates In linear regression, the process of fitting involves solving a set of linear equations once. For moving least squares, we need to form.
Digital Terrain Model (DTM)
University of Wisconsin-Milwaukee Geographic Information Science Geography 625 Intermediate Geographic Information Science Instructor: Changshan Wu Department.
ADAPTIVE LOCAL KRIGING (ALK) TO RETRIEVE THE SLANT RANGE SURFACE MOTION MAPS OF WENCHUAN EARTHQUAKE Department of Earth Science and Engineering Imperial.
T T18-03 Exponential Smoothing Forecast Purpose Allows the analyst to create and analyze the "Exponential Smoothing Average" forecast. The MAD.
Introduction This project deals with conversion of Vector based Probable Maximum Precipitation (PMP) data into Raster based PMP data using different interpolation.
Spatial Analysis Longley et al., Ch 14,15. Transformations Buffering (Point, Line, Area) Point-in-polygon Polygon Overlay Spatial Interpolation –Theissen.
T T18-04 Linear Trend Forecast Purpose Allows the analyst to create and analyze the "Linear Trend" forecast. The MAD and MSE for the forecast.
Topic 6: Spatial Interpolation
McGraw-Hill/Irwin Copyright © 2007 by The McGraw-Hill Companies, Inc. All rights reserved. 3 Forecasting.
T T18-05 Trend Adjusted Exponential Smoothing Forecast Purpose Allows the analyst to create and analyze the "Trend Adjusted Exponential Smoothing"
Ordinary Kriging Process in ArcGIS
Statistical Forecasting Models
Mapping Chemical Contaminants in Oceanic Sediments Around Point Loma’s Treated Wastewater Outfall Kerry Ritter Ken Schiff N. Scott Urquhart Dawn Olson.
Lecture 07: Terrain Analysis Geography 128 Analytical and Computer Cartography Spring 2007 Department of Geography University of California, Santa Barbara.
T T18-06 Seasonal Relatives Purpose Allows the analyst to create and analyze the "Seasonal Relatives" for a time series. A graphical display of.
McGraw-Hill/Irwin Copyright © 2007 by The McGraw-Hill Companies, Inc. All rights reserved. 3 Forecasting.
The Importance of Forecasting in POM
Using ESRI ArcGIS 9.3 Spatial Analyst
$88.65 $ $22.05/A profit increase Improving Wheat Profits Eakly, OK Irrigated, Behind Cotton.
Channel Modification Washington Dept. Forestry, 2004, Channel Modification Techniques Katie Halvorson.
Forecasting.
3-1 McGraw-Hill/Irwin Operations Management, Seventh Edition, by William J. Stevenson Copyright © 2002 by The McGraw-Hill Companies, Inc. All rights reserved.
Operations Management
3-1Forecasting William J. Stevenson Operations Management 8 th edition.
3-1Forecasting. 3-2Forecasting FORECAST:  A statement about the future value of a variable of interest such as demand.  Forecasts affect decisions and.
Interpolation Tools. Lesson 5 overview  Concepts  Sampling methods  Creating continuous surfaces  Interpolation  Density surfaces in GIS  Interpolators.
Geographic Information Science
Model Construction: interpolation techniques 1392.
Historical Sedimentation in the San Francisco Estuary Bruce Jaffe 1, Theresa Fregoso 1, Amy Foxgrover 1, Shawn Higgins 2 1 United States Geological Survey.
GEOSTATISICAL ANALYSIS Course: Special Topics in Remote Sensing & GIS Mirza Muhammad Waqar Contact: EXT:2257.
Analysis of Time Series and Forecasting
Regression Regression relationship = trend + scatter
Chapter 8 – Geographic Information Analysis O’Sullivan and Unwin “ Describing and Analyzing Fields” By: Scott Clobes.
Spatial Interpolation III
McGraw-Hill/Irwin Copyright © 2007 by The McGraw-Hill Companies, Inc. All rights reserved. 3 Forecasting.
Non-Overlapping Aggregated Multivariate Glyphs for Moving Objects Roeland Scheepens, Huub van de Wetering, Jarke J. van Wijk Presented by: David Sheets.
Spatial Interpolation Chapter 13. Introduction Land surface in Chapter 13 Land surface in Chapter 13 Also a non-existing surface, but visualized as a.
Geographic Information Systems
Management Unit of the North Sea Mathematical Models MUMM | BMM | UGMM [1][1] Changes along the Belgian part of the North Sea BelSPO-SSD.
Grid-based Map Analysis Techniques and Modeling Workshop
T T18-07 Seasonally Adjusted Linear Trend Forecast Purpose Allows the analyst to create and analyze a "Seasonally Adjusted Linear Trend" forecast.
Time Series Analysis and Forecasting. Introduction to Time Series Analysis A time-series is a set of observations on a quantitative variable collected.
Statistical Surfaces Any geographic entity that can be thought of as containing a Z value for each X,Y location –topographic elevation being the most obvious.
Lecture 6: Point Interpolation
Principles of Extrapolation
Morphological Modeling of the Alameda Creek Flood Control Channel Rohin Saleh, Alameda County Flood Control District Søren Tjerry, Ph.D., DHI Portland,
Procedure to Compare Numerical Simulation of Geophysical Flow with Field Data Laércio M. Namikawa Geo559 - Spring2004.
Controls on Catchment-Scale Patterns of Phosphorous in Soil, Streambed Sediment, and Stream Water Marcel van der Perk, et al… Journal of Environmental.
1 1 Chapter 6 Forecasting n Quantitative Approaches to Forecasting n The Components of a Time Series n Measures of Forecast Accuracy n Using Smoothing.
Forecasting is the art and science of predicting future events.
3-1Forecasting CHAPTER 3 Forecasting McGraw-Hill/Irwin Operations Management, Eighth Edition, by William J. Stevenson Copyright © 2005 by The McGraw-Hill.
3-1Forecasting William J. Stevenson Operations Management 8 th edition.
WEEK 1 E. FACHE, A. GANGOTRA, K. MAHFOUD, A. MARTYSZUNIS, I. MIRALLES, G. ROSAT, S. SCHROERS, A. TILLOY 19. February 2016.
Forecasting Production and Operations Management 3-1.
Forecast 2 Linear trend Forecast error Seasonal demand.
The Least Squares Regression Line. The problem with drawing line of best fit by eye is that the line drawn will vary from person to person. Instead, use.
Interpolation Local Interpolation Methods –IDW – Inverse Distance Weighting –Natural Neighbor –Spline – Radial Basis Functions –Kriging – Geostatistical.
T T18-02 Weighted Moving Average Forecast Purpose Allows the analyst to create and analyze the "Weighted Moving Average" forecast for up to 5.
Copyright © 2014 by McGraw-Hill Education (Asia). All rights reserved. 3 Forecasting.
Forecasts.
Coweeta Terrain and Station Locations
Linear Regression.
Spatial interpolation
PART I: brief review report, including research gaps & possibilities
Air Quality Assessment and Management
Interpolating Surfaces
IHO-MSDIWG10 Busan, Republic of Korea (4-5 March 2019)
SpecSense: Crowdsensing for Efficient Querying of Spectrum Occupancy
Presentation transcript:

Long-term bathymetry changes Quest4D Job Janssens – Flanders Hydraulics Research

Available data Interpolation concerns methodology results Analysis of the grids visualization of the depth lines trend analysis chart differencing conclusions Outline

Available data Selection of historical navigation charts: (charts available at Hydrography Department, Flemish Authorities) 2007 chart high resolution grid (20m x 20m) other charts irregular pattern of data points

Example: Chart of 1938 Available data

Example: Chart of 1938 datapoints 1938 digitized in ArcGIS Available data

Example: Chart of 1938 datapoints 1938 digitized in ArcGIS datapoints 1908 digitized in ArcGIS Available data

Example: Chart of 1938 datapoints 1938 digitized in ArcGIS datapoints 1908 digitized in ArcGIS different charts have datapoints on different locations interpolation of each set of datapoints to a grid Available data

ArcGIS interpolation techniques: IDW kriging natural neighbor Problems associated with interpolation: are averaging techniques average value cannot be greater than highest or less than lowest input in sparse data sets: interpolation cannot reproduce ridges or troughs! seafloor morphology flattened by interpolation Interpolation: concerns

“straightforward” interpolation: test case 2007 data point set: - high resolution (20m x 20m) - no interpolation needed Interpolation: concerns

“straightforward” interpolation: test case 2007 data point set: - high resolution (20m x 20m) - no interpolation needed subset of the 2007 data point set Interpolation: concerns

“straightforward” interpolation: test case 2007 data point set: - high resolution (20m x 20m) - no interpolation needed subset of the 2007 data point set interpolation of this subset Interpolation: concerns

“straightforward” interpolation: test case difference chart: interpolated ridges less higher than they are troughs less deeper than they are Conclusion: interpolation of sparse data set flattens morphology interpolation error correlated with location Interpolation: concerns

Solution: use high resolution data of 2007 to estimate interpolation error Example: grid of 1938 grid of 1938 = interpolation of data points 1938 interpolation of sub- set data points 2007 grid of 2007 _ Interpolation: methodology _ estimation of inter- polation error ! Basic assumption: data points of 2007, but only at locations of the 1938 data points stable morphology: no major changes in location of ridges/troughs

Interpolation: illustration methodology

1866 Interpolation: results

1908 Interpolation: results

1938 Interpolation: results

1969 Interpolation: results

2007 Interpolation: results

1)visualization of different depth lines 2)trend analysis 3)chart differencing Erosion/sedimentation patterns studied through: Analysis of the grids

1) visualization of depth lines: Analysis of the grids Example: Middelkerkebank, 8m depth lines

2) Trend analysis: Analysis of the grids linear least square fit on time series of depth values sedimentation trend ~ 0.03 m/year (time series of 5 depth values for each grid cell)

2) Trend analysis: Analysis of the grids

3) Chart differencing: Analysis of the grids

Conclusions: Analysis of the grids Morphologic changes: Anthropogenic: dredging: of navigation channels (Scheur, Pas van ‘t Zand) dumping: S1 (Sierra Ventana), … influence of breakwaters Zeebrugge harbour: bay of Heist Natural: no significant movement of the banks sedimentation/erosion: coastal banks form the most dynamic zone sedimentation of the ridges (e.g. Oostendebank) erosion of the troughs (e.g. Grote Rede, Kleine Rede)