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
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