NCEI 3 Arc-Second Coastal Relief Model Development
The database is being assembled by gridding the NOS sounding data at the same 3 arc-second (~90 m) resolution and registration as the USGS 3-arc-second DEMs and splicing the two data sets at the NOS medium-resolution vector shoreline. The principal component of the database is 3-arc-second elevation grids, of areas 1° in longitude by 1° in latitude, in which elevations are resolved to 1/10 of a meter. The database also includes grids containing the number of soundings enclosed by each cell in the offshore areas of the elevation grids; radius grids, that are equivalent in size and resolution to the elevation and data-density grids, and indicate the distance to the nearest cell in the data-density grids that includes a sounding; and images of both the elevation and sounding density grids.
Grids that integrate land and seafloor elevations are needed by planners using LIS/GIS software to manage the US coastal zone, which encompasses the coastal states out to the country's 200-mile offshore limit. The National Centers for Environmental Information is addressing this need by assembling a gridded database that merges the US Geological Survey 3-arc-second DEMs with a vast compilation of hydrographic soundings collected by the National Ocean Service and various academic institutions. The principal component of the database is 3-arc-second elevation grids, of areas 1° in longitude by 1° in latitude, in which elevations are resolved to 1/10 of a meter. The database also includes grids containing the number of soundings enclosed by each cell in the offshore areas of the elevation grids, and images of both the elevation and sounding density grids. The latter are in common graphic formats that can be displayed by a range of UNIX-based and personal computer software. This paper describes how the database is being constructed and the novel software that accompanies the grids on CD-ROM. The software allows the user to navigate the CD-ROM, view grid images, and modify the grids for importation into GIS/LIS applications.
While the purposes for land and marine elevation surveys are similar (e.g., national defense, finding routes of passage, resource exploration, engineering applications, etc.), the surveys are carried out independently of one another and mutually stop at the shoreline. Despite this division, integration of the results of the two types of surveys is of increasing interest. Population growth in the US has been fastest in the coastal states where many of the country's largest cities and most popular recreational beaches are located. With this growth have come a variety of new environmental pressures such as over development of beaches and wetlands, contamination of estuaries, increased economic costs associated with storm damage and flooding, dredging, oil and gas exploration/production, and over fishing to name but a few.
These environmental pressures are prompting federal, state and local government agencies to be increasingly pro-active in sustaining the robust and attractive environment of the US coastal zone-- defined here as extending from the coastal states out to the country's 200-mile offshore limit. These agencies are attempting to manage growth within the coastal zone and its usage through a variety of means, one of the most important being Geographic and Land Information Systems. Coastal planners are using these systems to map out future land development, mitigate pollution, prepare for emergencies due to natural hazards, monitor environmental change within the coastal zone over time, and assess offshore resources.
A fundamental database for such GIS/LIS applications is gridded elevations, upon which digital maps of rivers, infrastructure and other geographic information can be overlain. While digital elevation models (DEMs) of the coastal states are available through the US Geological Survey (USGS), until now there has been no comparable product for offshore elevations aside from custom grids generated by individual investigators. The National Geophysical Data Center is taking advantage of both an extensive national hydrographic database and the maturation of software for constructing, managing, viewing and accessing gridded geophysical data, to assemble a new, gridded data base of coastal zone elevations that complements and enhances the USGS 3-arc-second DEMs. This database, which merges the hydrographic soundings with the USGS/NIMA DEMs in a common grid format, will provide the first comprehensive view of the US Coastal Zone; one that extends from the coastal states across the shoreline into water depths as deep as the hydrographic data will support a continuous view of the seafloor.
The gridded database will encompass the coastal zone of the continental US, Alaska, Hawaii and Puerto Rico. The US coastal zone is being gridded in sections due to the immense volume of data involved in this project. In this paper, we describe how the database is being assembled. We also describe the novel software we have developed for accessing the database, which greatly facilitates the selection and preparation of an elevation grid for importation into GIS/LIS applications.
Land elevations within the gridded dataset come from the United States Geological Survey/ National Image Mapping Agency (USGS/NIMA) 1:250,000 or 1° DEMs of the states. A description of the USGS/NIMA DEMs and how they were derived can be accessed on the World Wide Web at http://edcwww.cr.usgs.gov/glis/hyper/guide/1_dgr_dem. Our focus, however, is on the bathymetric soundings that are used in constructing the offshore regions of the grids.
Soundings for each volume of the Coastal Relief model series are compiled from hydrographic surveys conducted by the National Ocean Service (NOS) and from various academic institutions. The surveys were carried out using a variety of sounding methods including lead-line soundings (from the late 1800's until the 1930's), single beam echosounder (1930's - 1990's) and multibeam sonar (1980's to present). The sonar systems utilized a wide-range of frequencies with varying beam widths.
A wide range of navigation methods are also associated with the surveys. Visual navigation (three-point sextant fixes to objects on shore) was the most common method of survey positioning (navigation) until the 1930's and continued to be used for nearshore positioning until the 1980's. Radio waves were first used for offshore positioning in the 1930's and electronic positioning evolved over the years becoming more accurate and reliable until being replaced by GPS in the mid 1990's.
Sounding and navigation techniques have changed over the more than 100 years of NOS hydrographic data collection. As a consequence, the required horizontal and vertical accuracy standards for the resulting data have also changed over time (Table 1). Differential GPS has improved the level of accuracy considerably for the most recent survey data. NOS surveys are plotted at map scales that range from 1:5,000 for harbors and channels to 1:80,000 for open ocean surveys, with 1:20,000 being the most commonly used scale.
While the NOS soundings collected since 1965 have been recorded digitally, those collected prior to this time were recorded manually and then used to make hand-drawn bathymetric maps. Approximately 1,550 of these hand-drawn bathymetric maps have been digitized and assimilated into the NOS Hydrographic Database and, subsequently, were used in constructing the many volumes of the gridded dataset.
Gridding of the NOS and NECOR soundings is accomplished using a combination of Generic Mapping Tool algorithms (Wessel and Smith, 1995), UNIX commands, and programs developed at NCEI specifically for merging gridded bathymetry with the USGS DEMs. The programs are linked together in a single Perl script command so that large volumes of digital bathymetric data can be gridded with minimal assistance from an operator. The script command is also versatile enough that it can be used to update individual grids as new data becomes available.
Each grid produced by the script encompasses an area of one degree of latitude by one degree of longitude. The horizontal resolution of the grid cells is identical to that of the USGS/NIMA DEMs; 3-arc-seconds, which is nominally 90 meters. The vertical resolution of the grid cells, on the other hand, is bimodal. Grid elevations of the onshore areas of the coastal zone are taken directly from the USGS/NIMA DEMs, which are resolved to one meter. But in the offshore areas, the grid elevations are resolved to one tenth of a meter.
This higher resolution was chosen at the urging of present users of the NOS hydrographic database who have found that the higher level of detail is not only supported by the sounding data, but reveals valuable morphologic information in near-shore areas and estuaries. To allow for these two vertical resolutions, the unit of elevation in the grids is one-tenth of a meter. Figure 1 is a flow chart of the procedure used to produce the grids. It diagrams the inputs to the Perl script and the various stages of the gridding process carried out by the script. These inputs and gridding stages are described in the sections that follow.
Five input datasets must be assembled for each region of the US coastal zone to be gridded (Fig. 1). The first of these inputs is the compilation of all USGS/NIMA DEMs within the region. The USGS DEMs are acquired remotely via ftp from http://edcftp.cr.usgs.gov. The DEMs are then converted from their USGS ASCII format into a binary raster grid using a program called GS3 (written at NCEI). The final step is to convert this binary raster grid into a GMT grid using the GMT command grdraster. The second input dataset is the NOS medium-resolution (1:80,000) vector shoreline. The vector shoreline is referenced within a 3-arc-second resolution grid of the 1° x 1° region. The shoreline is then rasterized by flagging the grid cells that encompass the vector shoreline points as well as those cells that fall along straight lines connecting the points.
The third input dataset is an ASCII list containing the longitudes and latitudes of an arbitrary number of points that lie within the offshore area of the region to be gridded. These points are "seed" locations, which are used along with the rasterized shoreline to create a binary grid in which land areas have one value and ocean areas another. This land-sea mask and its role in the gridding process are described in detail below.
The fourth input dataset is a compilation of all the digital bathymetric soundings collected within the region to be gridded. These soundings come from three sources of data: (i) the NOS Hydrographic Soundings CD-ROM, (ii) the NCEI Multibeam database and (iii) recently digitized NOS soundings that have not yet been released on CD-ROM. The NOS Hydrographic Database CD-ROM does contain NOS multibeam data, but only five of the sixteen possible beams in a survey are included in this dataset. The Multibeam database contains not only the full resolution (i.e., all 16 beams) NOS multibeam surveys, but also the full resolution NECOR surveys archived at NCEI. As a result, all the multibeam bathymetry in the gridding process comes from this second database.
Soundings are extracted from all three datasets using the Search and Download software components of the NCEI GEODAS system (Sharman et al., 1998). Prior to gridding, as surveys are assimilated into the NOS Hydrographic Database, the soundings in each survey are manually checked against the soundings of adjacent and overlapping surveys to ensure depth consistency. In the future, the soundings will also all be corrected to the same vertical and horizontal datum (this issue was not addressed in constructing this first version of the gridded database). Currently, the soundings used to create the East Coast grids are referenced to two vertical datums and various horizontal datums. The vertical datums are mean low water (89% of the surveys) and mean lower low water (11%) of the surveys). The primary horizontal datums used were the NAD27 ellipsoid for soundings collected up until 1987-88, and the NAD83 ellipsoid for soundings collected since then. Despite their lack of uniformity, the different horizontal and vertical datums do not significantly alter the accuracy of the East Coast grids. This is because there is little difference in elevation between mean low water and mean lower low water in the gridding region, and the horizontal differences between the ellipsoids is less than the horizontal resolution of the cells within the grids (i.e.,<90m).
After being quality checked, all of the soundings are entered into a single, master sounding file. This file is an ASCII list of sounding longitude, latitude and depth. The fifth and final dataset is a list of all the 1° x 1° areas of longitude and latitude within the gridding region that contain bathymetric data.
Gridding Methodology and Outputs
The actual gridding is begun by entering into the Perl script command the paths of the directories to the five datasets above and the boundaries of the gridding region (Fig. 1). The first input dataset utilized by the Perl script is the list of 1° x 1° areas that contain bathymetric data. Using this list as a reference, every 1° x 1° area in the gridding region is classified as one of three grid types: land topography only, seafloor bathymetry only, or topography and bathymetry. Each area then undergoes a particular processing sequence based on its classification.
The simplest sequence is that for constructing grids of the areas of only land topography. In fact, the topography only grids are simply the USGS/NIMA DEMs converted to an internal format.
Slightly more complex is the sequence used to construct the seafloor bathymetry-only grids. In this sequence, two grids for each 1° x 1° area are produced. The first of these is the bathymetry-only elevation grid. A Perl script called trimXYZ is used to cull from the master sounding file all the soundings within an initial area of 1.2° x 1.2° (e.g., 67.9° - 69.1° W lon. by 37.9° - 39.1° N lat.), which is centered over the 1° x 1° area (68° - 69° W lon. by 38° - 39° N lat.). The culled soundings are input into the GMT program surface (Smith and Wessel, 1990) to create a grid of this larger. The final 1° x 1° grid is then extracted from this larger grid using the GMT program grdcut. The purpose of this process of gridding a larger area and then trimming the grid down to size is to ensure that the elevations along the boundaries of adjacent grids are identical. (See Fig. 2A).
The second grid produced for the bathymetry-only areas is a sounding-density grid (Fig. 2B). This grid has the same dimensions as the bathymetry grid, but instead contains the number of soundings in each cell of the bathymetry grid. Thus, the sounding-density grid provides the locations, spatial coverage and number of soundings upon which the depths of the bathymetry grids are derived. It also serves as an excellent reference for planning future bathymetric surveys, both to collect new soundings where data is lacking, and to document potential changes in areas where soundings have already been collected.
The sounding-density grid is created using the NGDC (now NCEI) program grdDataLoc, which reads in all of the soundings within the data file created by trimXYZ, determines the grid cell within which each sounding falls, and then increments the value of that grid cell. Hence, cells containing for example three soundings have a value of three, while those with no soundings have a value of zero.
An additional step to constructing the bathymetry-only grids is performed for those grids that encompass the seaward limit of the hydrographic/bathymetric surveys. To prevent meaningless extrapolation of bathymetry into unsurveyed waters, an arbitrary limit is placed on the number of grid cells that the gridding process projects depths beyond a sounding location. Based on a trial-and-error evaluation of the maximum distance of extrapolation that preserves morphologic trends in the sounding data, a value of 110 grid cells was chosen.
The gridding sequence for areas encompassing both land and sea is the most complex. Again, both an elevation grid and a sounding-density grid are produced for each 1° x 1° area. The basic procedure for creating these grids is as follows:
The final sounding-density and elevation grids are stored in an internal format designed to minimize the size of the grids and make them compatible for use with viewing software described below. The NGDC (now NCEI) grid format consists of a 128-byte header followed by the grid values, which are stored in rows that proceed from left to right and which are arranged from top to bottom (i.e., the grid origin is the upper left corner). The header contains 32 4-byte descriptors of the grid, which occur in the following order: version number, header length, data type (elevation grid, data-density grid, etc.), degrees of northernmost latitude, minutes of northernmost latitude, seconds of northernmost latitude, latitude dimension of grid cell (in arc-seconds), number of cells per grid row, degrees of westernmost longitude, minutes of westernmost longitude, seconds of westernmost longitude, longitude dimension of grid cell (in arc-seconds), number of cells per grid column, minimum grid elevation, maximum grid elevation, grid radius, elevation precision (meters or tenths of meters), empty grid-cell value (e.g., NaN), value type (how the data are stored, i.e. floating point, 2-byte integer, etc.), water datum (mean sea level or local datum), data limit ( maximum calculated value in grid cell), and 11 unused fields.
Grid Images and Radius Grids
At the same time that the grids are converted to an NCEI format, two other types of data are generated as well. The first of these is a shaded-relief JPEG image of each elevation grid (Fig. 2A). An equivalent size GIF image is made of each sounding-density grid; one in which the number of soundings in each grid cell is color-coded (Fig. 2B). Both types of images provide ready-made figures of the grids in commonly-used computer graphic formats. Consequently, the images can be easily viewed using a range of UNIX and personal computer software. A number of these graphic programs can also be used to quickly convert the images into other formats that can be directly inserted into text documents.
The second type of data generated during this stage of the processing are radius grids. These grids are equivalent in size and resolution to the elevation and data-density grids, and indicate the distance to the nearest cell in the data-density grids that includes a sounding. These distances are stored in terms of grid cells. For example, if a cell in the data-density grid encompasses an area in which one or more bathymetric soundings are located, the same cell in the corresponding radius grid has a value of zero, which means its distance from a sounding in terms of grid cells is zero. If a cell in the data-density grid does not encompass any soundings, then the corresponding cell in the radius grid has a value equivalent to the number of grid cells between it and the closest sounding location. The maximum distance to a sounding that is stored in the radius grids is 110 cells, the same maximum distance to which bathymetry is extrapolated beyond a sounding in the elevation grids. A radius of -1 identifies those cells that encompass land areas. The radius grid can be used to modify the distances over which depths are projected beyond sounding locations in the elevation grids. (To see how Grid-Radius is applied to user-generated output grids see Figure 5A and 5B.)