GIS-based upland erosion modeling, Geovisualization and Grid Size Effects on Erosion Simulations with CASC2D-SED
 

Ph.D. Dissertation 

by Rosalía Rojas Sánchez

under the supervision of Dr. Pierre Y. Julien

Colorado State University, Civil Engineering Dept., June 2002

 

TABLE OF CONTENTS

ABSTRACT

CHAPTER 1 INTRODUCTION
    1.1.PROBLEM STATEMENT
    1.2.RESEARCH OBJECTIVES
    1.3.METHODOLOGY AND APPROACH


CHAPTER 2 LITERATURE REVIEW
    2.1.SOIL EROSION MODELS
            2.1.1. Rationale and Limitations
            2.1.2. Erosion Models Listing
            2.1.3. Soil Erosion Modeling and GIS
    2.2.GEOVISUALIZATION AND TIME-SERIES ANIMATION
    2.3.CELL SIZE EFFECTS
            2.3.1. On Landscape Representation
            2.3.2. On Simulated Flows
            2.3.3. On Soil Erosion Prediction
    2.4.SUMMARY


CHAPTER 3 THE REVISED CASC2D-SED MODEL
    3.1.MODEL DEVELOPMENT
    3.2.CASC2D-SED DESCRIPTION
    3.3.FLOW ROUTING ALGORITHM
            3.3.1. Precipitation
            3.3.2. Interception
            3.3.3. Infiltration
            3.3.4. Overland Flow
            3.3.5. Channel Flow
    3.4.SEDIMENT ROUTING ALGORITHM
            3.4.1. New Sediment Transport Approximation
            3.4.2. Revised Upland Erosion and Sediment Transport
            3.4.3. Implementation of Channel Sediment Transport
            3.4.4. Suspended Sediment Settling
    3.5.CASC2D-SED GRIDS TIME-SERIES VISUALIZATION
    3.6.SUMMARY


CHAPTER 4 STUDY SITE DATA SET
    4.1.GOODWIN CREEK EXPERIMENTAL WATERSHED DESCRIPTION
    4.2.DEM PRE-PROCESSING AND RESAMPLING
            4.2.1. Elevations and Slopes
            4.2.2. Channel Network and Watershed Delimitation
    4.3.SOIL TYPE AND LAND USE GRIDS RESAMPLING
    4.4.SUMMARY


CHAPTER 5 MODEL CALIBRATION AND VALIDATION
    5.1.CASC2D-SED SET UP
            5.1.1. Watershed Definition
            5.1.2. Precipitation Events
            5.1.3. Parameter Set
    5.2.RESULTS
            5.2.1. Calibration Event
            5.2.2. Validation Events
    5.3.SUMMARY


CHAPTER 6 MODELING PREDICTIONS AT DIFFERENT GRID SIZES
    6.1.CONCEPTUAL EQUILIBRIUM UNIT SEDIMENT DISCHARGE
    6.2.MODEL APPLICATION AT DIFFERENT SPATIAL RESOLUTIONS
            6.2.1. Method
            6.2.2. Results
    6.3.SUMMARY


CHAPTER 7 SUMMARY AND CONCLUSIONS
    7.1. SUMMARY
    7.2. CONCLUSIONS


CITED REFERENCES

APPENDIX I: CASC2D-SED CODE
APPENDIX II: GOODWIN CREEK RESAMPLED GRIDS
APPENDIX III: CALIBRATION AND VALIDATION RESULTS