There are critical needs for a nationwide compilation of reliable cliff edge data. To meet these needs, the USGS has produced a comprehensive database of digital vector cliff edges by compiling cliff edge positions from pre-existing historical cliff edge databases and by generating historical and modern cliff edge data. Cliff edges are compiled by state and generally correspond to two periods: 1920s-1930s and 1998-2002. Each cliff edge may represent a compilation of data from one or more sources for one or more dates provided by one or more agencies. Details regarding source are provided in the 'data quality information' section of this metadata report. Cliff edge vectors derived from both historic sources (first time period) and modern sources (final time period) represent the cliff edge at the time of the survey.
ground condition
Vector Cliff Edge from Lidar Overflight(Source:
U.S. Geological Survey)
Internal feature number(Source:
ESRI)
Feature geometry(Source:
ESRI)
Detailed description of the feature.(Source:
U.S. Geological Survey)
Position accuracy of feature.(Source:
U.S. Geological Survey)
| Value | Definition |
|---|---|
| 0 |
The accuracy is not given but should be 1.4 meters. |
Feature number.(Source:
U.S. Geological Survey)
| Range of values | |
|---|---|
| Minimum: | 1 |
| Maximum: | 40677 |
Date of Lidar overflight(Source:
U.S. Geological Survey)
| Value | Definition |
|---|---|
| 19980410 |
The date of the data collection. |
Patuxent Wildlife Research Center
University of Rhode Island
317 Woodward Hall, Dept. of Geosciences
Historical cliff erosion is considered to be a crucial element in studying the vulnerability of the national coastline. These data are used in a cliff erosion analysis for the USGS National Assessment Project.
USGS/NASA Airborne Topographic Mapper
The USGS in collaboration with NASA, used the NASA Airborne Topographic Mapper (ATM II and III) mounted on a Twin Otter Aircraft to map coastal beaches. The raw data was georeferenced at elevation points every few square meters. The original data from ATM was collected in WGS 84, ITRF 97, in a geographic (lat/long) coordinate system with irregular spacing. The data was then converted to NAD 83 and NAVD 88. The cliff edge generation involved an analysis of shore-normal profiles at 20m intervals alongshore. The point solutions were connected to produce a continuous vector cliff edge in shapefile format. A shore-parallel reference line was digitized as a permanent baseline for any future cliff edge generation. Data were projected to UTM zone 10 NAD27 for statistical analysis in the Digital Shoreline Analysis System (DSAS) software.
USGS Patuxent Wildlife Research Center
University of Rhode Island
Coastal Field Station
317 Woodward Hall, Dept. of Geosciences
Data were projected from UTM zone 11 to geographic Tool: ArcGIS > ArcToolbox > Toolboxes > Data Management Tools > Project Command issued: ['GCS_North_American_1983',DATUM['D_North_American_1983',SHPERIOD['GRS_1980',6378137.0,298.25722101]],PRIMEM['Greenwich',0.0],UNIT['Degree',0.0174532925199433]]
384 Woods Hole Road
The data supplied here are a compilation of information collected from numerous LIDAR (LIght Detection And Ranging) surveys. Attribute data was generated once the point solutions from the elevation point data were processed and identified as representing the cliff edge location. The attributes in this dataset are based on the Digital Shoreline Analysis System (DSAS) version 3.2; An ArcGIS extension for calculating shoreline change (Thieler, E.R., Himmelstoss, E.A., Zichichi, J.L., and Miller, T.M. 2005. U.S. Geological Survey Open-File Report 2005-1304). The data has gone through a series of QA/QC procedures, and is therefore believed to accurately reflect the data gathered as part of the National Assessment of Shoreline Change Study.
The maximum estimated positional error for this cliff edge is 1.4 meters. Please visit our full report on cliff erosion along the Coastline of California (<http://pubs.usgs.gov/of/2007/1133), under the heading "Uncertainties and Errors", for a complete explanation of the measurement error.
This cliff edge data adequately represented the cliff edge at the time of the survey. Remaining gaps in these data, if applicable, are a consequence of non-existing data or existing data that did not meet quality assurance standards.
There is significant agreement of linework between adjacent cliff edges. Cliff edges were checked for accuracy, but no edgematching attempts were made between adjacent cliff edges even if slight offsets existed.
Public domain data are freely redistributable with proper metadata and source attribution. The U.S. Geological Survey (USGS) must be referenced as the originator of the dataset in any future products or research derived from these data.
Pacific Science Center
400 Natural Bridges Drive
Although these data have been used by the U.S. Geological Survey, U.S. Department of the Interior, these data and information are provided with the understanding that they are not guaranteed to be usable, timely, accurate, or complete. Users are cautioned to consider carefully the provisional nature of these data and information before using them for decisions that concern personal or public safety or the conduct of business that involves substantial monetary or operational consequences. Conclusions drawn from, or actions undertaken on the basis of, such data and information are the sole responsibility of the user. Neither the U.S. Government nor any agency thereof, nor any of their employees, contractors, or subcontractors, make any warranty, express or implied, nor assume any legal liability or responsibility for the accuracy, completeness, or usefulness of any data, software, information, apparatus, product, or process disclosed, nor represent that its use would not infringe on privately owned rights. Trade, firm, or product names and other references to non-USGS products and services are provided for information only and do not constitute endorsement or warranty, express or implied, by the USGS, USDOI, or U.S. Government, as to their suitability, content, usefulness, functioning, completeness, or accuracy.
Data format: |
in format SHP
(version Unspecified) ESRI Polyline Shapefile. The DBF file contains the attribute data in dBASE format. The PRJ file contains the coordinate system information. The SBN and SBX files contain the spatial index of the geospatial data. The SHP file contains the geospatial data. The SHX file contains the index of the geospatial data. The XML file contains the metadata describing the data set.Size: 0.348 |
|---|---|
Network links: |
http://pubs.usgs.gov/of/2007/1112/SCal.zip
http://pubs.usgs.gov/of/2007/1112/ |
USGS Patuxent Wildlife Research Center
University of Rhode Island
Coastal Field Station
317 Woodward Hall, Dept. of Geosciences