Shallow-water benthic habitats of St. John, U.S. Virgin Islands

Coral reef ecosystems of the Virgin Islands Coral Reef National Monument, Virgin Islands National Park and the surrounding waters of St. John, U.S. Virgin Islands are a precious natural resource worthy of special protection and conservation. The mosaic of habitats including coral reefs, seagrasses and mangroves, are home to a diversity of marine organisms. These benthic habitats and their associated inhabitants provide many important ecosystem services to the community of St. John, such as fishing, tourism and shoreline protection. However, coral reef ecosystems throughout the U.S. Caribbean are under increasing pressure from environmental and anthropogenic stressors that threaten to destroy the natural heritage of these marine habitats. Mapping of benthic habitats is an integral component of any effective ecosystem-based management approach. Through the implementation of a multi-year interagency agreement, NOAA’s Center for Coastal Monitoring and Assessment - Biogeography Branch and the U.S. National Park Service (NPS) have completed benthic habitat mapping, field validation and accuracy assessment of maps for the nearshore marine environment of St. John. This work is an expansion of ongoing mapping and monitoring efforts conducted by NOAA and NPS in the U.S. Caribbean and replaces previous NOAA maps generated by Kendall et al. (2001) for the waters around St. John. The use of standardized protocols enables the condition of the coral reef ecosystems around St. John to be evaluated in context to the rest of the Virgin Island Territories and other U.S. coral ecosystems. The products from this effort provide an accurate assessment of the abundance and distribution of marine habitats surrounding St. John to support more effective management and conservation of ocean resources within the National Park system. This report documents the entire process of benthic habitat mapping in St. John. Chapter 1 provides a description of the benthic habitat classification scheme used to categorize the different habitats existing in the nearshore environment. Chapter 2 describes the steps required to create a benthic habitat map from visual interpretation of remotely sensed imagery. Chapter 3 details the process of accuracy assessment and reports on the thematic accuracy of the final maps. Finally, Chapter 4 is a summary of the basic map content and compares the new maps to a previous NOAA effort. Benthic habitat maps of the nearshore marine environment of St. John, U.S. Virgin Islands were created by visual interpretation of remotely sensed imagery. Overhead imagery, including color orthophotography and IKONOS satellite imagery, proved to be an excellent source from which to visually interpret the location, extent and attributes of marine habitats. NOAA scientists were able to accurately and reliably delineate the boundaries of features on digital imagery using a Geographic Information System (GIS) and fi eld investigations. The St. John habitat classification scheme defined benthic communities on the basis of four primary coral reef ecosystem attributes: 1) broad geographic zone, 2) geomorphological structure type, 3) dominant biological cover, and 4) degree of live coral cover. Every feature in the benthic habitat map was assigned a designation at each level of the scheme. The ability to apply any component of this scheme was dependent on being able to identify and delineate a given feature in remotely sensed imagery.

Metodología para la optimización de la base de datos de líneas límite del Instituto Geográfico Nacional

Esta metodología se ha desarrollado en el marco de un proyecto que es el objeto del Convenio Específico de Colaboración entre el Instituto Geográfico Nacional y la Escuela de Topografía de la Universidad Politécnica de Madrid relativo a la investigación, desarrollo, formación y difusión de conocimientos en el campo de las tecnologías de la información geográfica (TIG) para la investigación y desarrollo de la tecnología y metodología adecuada para la optimización de la información de la Base de Datos de Líneas Límite de la Dirección General del Instituto Geográfico Nacional. El fin fundamental del mismo es desarrollar una metodología para mejorar la precisión de la Base de Datos de Líneas Límite que tiene el Instituto Geográfico Nacional. La exigencia actual de calidad y seguridad en la descripción geométrica de las líneas límite obliga a optimizar dicha descripción mediante la aplicación de nuevas tecnologías no existentes en el momento del levantamiento, y al diseño de metodologías adecuadas que, minimizando los tiempos y costes de ejecución, consideren asimismo los distintos agentes que participan en España en la definición de las líneas límite. Para desarrollar dicha metodología será necesario en primer lugar digitalizar la información de los cuadernos de campo y las actas de deslinde existentes en el Instituto Geográfico Nacional, para que sea un trabajo abordable desde las tecnologías actuales; posteriormente, volcar la información referente a las líneas límite sobre ortofotografías a escala 1:5.000, a partir de los datos de los cuadernos de campo digitalizados. Se propondrá un nuevo sistema de gestión, tratamiento y almacenamiento de las líneas límite, con información sobre su linaje (origen de datos, precisión), así como el formato de salida de las propias líneas límite. Para controlar la calidad de la metodología propuesta, se deberá validar la misma mediante un estudio teórico de lamedida de rendimientos y precisiones y su verificación mediante toma de datos en campo. Particularmente, se llevará a cabo dicha validación en un conjunto de 140 líneas límite de 36 municipios de la provincia de Ávila y Segovia (los comprendidos en las hojas 556 y 457 del Mapa Topográfico Nacional 1:50.000). Una vez contrastada la metodología y efectuados los oportunos procesos de refinamiento, se redactarán las conclusiones de todo el proyecto, que englobarán las recomendaciones de trabajo y las precisiones resultantes, los rendimientos de los diferentes procesos y los costes que se generen mediante el empleo de la nueva metodología. ABSTARCT: This paper introduces the development of a methodology for the optimisation of the municipal boundaries database of the Instituto Geográfico Nacional. This project has arisen as part of a collaboration agreement between the Instituto Geográfico Nacional and the Escuela de Topografía of the Universidad Politécnica de Madrid which seeks to promote research, development and training in Geographic Information Technologies. Current quality requirements demand the use of new technologies to improve the accuracy of the geometrical description of municipal boundaries. These technologies didn’t exist when the municipal boundaries were first drawn up. Besides, it is convenient to design an appropriate methodology that minimises both costs and time employed. The two main steps in the process are: first, the conversion of all the available data (fixing boundary minutes and field survey notebooks) into digital format in order to make possible their integration in a CAD system; and second, the display and visual overlay of these digital data over an 1:5000 orthophotography of the study area, to identify the boundary monuments. A new system will be proposed to manage, process and storage municipal boundaries information, including its lineage; an output format for these data will be designed as well. In addition, a quality control will be designed to audit this scheme using Data Analysis and Statistical Inference techniques. Moreover, GPS technology will be used to get some boundary monuments co-ordinates to check the results of the proposed methodology. The complete scheme will be tested in a study area corresponding to Ávila and Segovia provinces comprising 140 boundary segments from 36 municipalities.

Two-dimensional direct rainfall hydraulic models applied to direct calculation of hydrologic events in dams to prevent overtopping

One of the main concerns when conducting a dam test is the acute determination of the hydrograph for a specific flood event. The use of 2D direct rainfall hydraulic mathematical models on a finite elements mesh, combined with the efficiency of vector calculus that provides CUDA (Compute Unified Device Architecture) technology, enables nowadays the simulation of complex hydrological models without the need for terrain subbasin and transit splitting (as in HEC-HMS). Both the Spanish PNOA (National Plan of Aereal Orthophotography) Digital Terrain Model GRID with a 5 x 5 m accuracy and the CORINE GIS Land Cover (Coordination of INformation of the Environment) that allows assessment of the ground roughness, provide enough data to easily build these kind of models

Boston, Massachusetts Region 1:5,000 Color Ortho Imagery (1/2-meter Resolution), 2001

1/2-meter resolution 1:5,000 orthophoto image of the Boston region from April 2001. This datalayer is a subset (covering only the Boston region) of the Massachusetts statewide orthophoto image series available from MassGIS. It consists of 23 orthophoto quads mosaicked together (MassGIS orthophoto quad ID: 229890, 229894, 229898, 229902, 233886, 233890, 233894, 233898, 233902, 233906, 233910, 237890, 237894, 237898, 237902, 237906, 237910, 241890, 241894, 241898, 241902, 245898, 245902). These medium resolution true color images are considered the new "basemap" for the Commonwealth by MassGIS and the Executive Office of Environmental Affairs (EOEA). MassGIS/EOEA and the Massachusetts Highway Department jointly funded the project. The photography for the mainland was captured in April 2001 when deciduous trees were mostly bare and the ground was generally free of snow. The geographic extent of this dataset is the same as that of the MassGIS dataset: Boston, Massachusetts Region LIDAR First Return Elevation Data, 2002 [see cross references].