HISTORICAL SHORELINE MAPPING .2. APPLICATION OF THE DIGITAL SHORELINEMAPPING AND ANALYSIS SYSTEMS (DSMS DSAS) TO SHORELINE CHANGE MAPPING IN PUERTO-RICO
Er. Thieler et Ww. Danforth, HISTORICAL SHORELINE MAPPING .2. APPLICATION OF THE DIGITAL SHORELINEMAPPING AND ANALYSIS SYSTEMS (DSMS DSAS) TO SHORELINE CHANGE MAPPING IN PUERTO-RICO, Journal of coastal research, 10(3), 1994, pp. 600-620
A new, state-of-the-art method for mapping historical shorelines from
maps and aerial photographs, the Digital Shoreline Mapping System (DSM
S), has been developed. The DSMS is a freely available, public domain
software package that meets the cartographic and photogrammetric requi
rements of precise coastal mapping, and provides a means to quantify a
nd analyze different sources of error in the mapping process. The DSMS
is also capable of resolving imperfections in aerial photography that
commonly are assumed to be nonexistent. The DSMS utilizes commonly av
ailable computer hardware and software, and permits the entire shoreli
ne mapping process to be executed rapidly by a single person in a smal
l lab. The DSMS generates output shoreline position data that are comp
atible with a variety of Geographic Information Systems (GIS). A secon
d suite of programs, the Digital Shoreline Analysis System (DSAS) has
been developed to calculate shoreline rates-of-change from a series of
shoreline data residing in a GIS. Four rate-of-change statistics are
calculated simultaneously (end-point rate, average of rates, linear re
gression and jackknife) at a user-specified interval along the shoreli
ne using a measurement baseline approach. An example of DSMS and DSAS
application using historical maps and air photos of Punts Uvero, Puert
o Rico provides a basis for assessing the errors associated with the s
ource materials as well as the accuracy of computed shoreline position
s and erosion rates. The maps and photos used here represent a common
situation in shoreline mapping: marginal-quality source materials. The
maps and photos are near the usable upper limit of scale and accuracy
, yet the shoreline positions are still accurate +/-9.25 m when all so
urces of error are considered. This level of accuracy yields a resolut
ion of +/-0.51 m/yr For shoreline rates-oi-change in this example, and
is sufficient to identify the short-term trend (36 years) of shorelin
e change in the study area.