2008 Joint Meeting of The Geological Society of America, Soil Science Society of America, American Society of Agronomy, Crop Science Society of America, Gulf Coast Association of Geological Societies with the Gulf Coast Section of SEPM

Paper No. 3
Presentation Time: 2:20 PM

The Application of Airborne Lidar Technology at the Stream Reach Scale: A Comparion of Lidar-Derived Stream Channel Cross-Sections and Long Profiles to Field Based Surveys


DOWNING, Justin Beau1, WARNER, Timothy A.1 and KITE, J. Steven2, (1)Geology and Geography, West Virginia University, Morgantown, WV 26505, (2)Geology and Geography, West Virginia University, P. O. Box 6300, 330 Brooks Hall, Morgantown, WV 26506-6300, creekstyle@hotmail.com

LiDAR-derived digital elevation models (DEMs) have proven a useful tool for geomorphologists at a variety of spatial scales. Despite the high-resolution of many LiDAR-derived DEMs, little focus has been placed on the use of these DEMs at the stream reach scale. This study compared two field-based stream reach surveys to those obtained from 0.5 m LiDAR-derived DEMs in a GIS for two third-order mixed bedrock-alluvial mountain streams. A thalweg long profile and ten channel cross-sections were surveyed in the field for each stream reach. The end points of each cross-section and long profile were recorded using a Trimble GeoXplorer XT differentially corrected GPS unit. The location of each endpoint was then imported into ArcMap as a point based shapefile. Using the interpolate line tool in ArcMap (ArcGIS 9.2), long profiles and channel cross-sections were created between these points using the 0.5 m LiDAR-based DEM. For each cross-section channel width, maximum depth, mean depth, and cross-sectional area were calculated. A comparison of LiDAR-derived cross-sections to field based cross-sections shows a systematic overestimation of channel width and underestimation of both maximum and mean depth for the LiDAR-based surveys. The overestimation of channel width is likely a bi-product of converting point based data to a 0.5 m grid based DEM and the smoothing that occurs when interpolating a line. The underestimations of both mean and maximum depth were all within the vertical accuracy of the LiDAR instrumentation, but may also represent data lost from post-processing or water in the channel. The LiDAR-based cross-sectional areas are within 10% of field-based cross-sectional areas. Comparison of LiDAR-derived long-profile channel slopes to those measured in the field showed no significant difference.