20221209 15293500 1.0 ISO 19139 Metadata Implementation Specification FALSE RedGravRelativa 4356827.444200 5609550.973400 1611793.853700 2919426.806000 1 002 Projected GCS_MAGNA Linear Unit: Meter (1.000000) MAGNA-SIRGAS_Origen-Nacional <ProjectedCoordinateSystem xsi:type='typens:ProjectedCoordinateSystem' xmlns:xsi='http://www.w3.org/2001/XMLSchema-instance' xmlns:xs='http://www.w3.org/2001/XMLSchema' xmlns:typens='http://www.esri.com/schemas/ArcGIS/10.8'><WKT>PROJCS[&quot;MAGNA-SIRGAS_Origen-Nacional&quot;,GEOGCS[&quot;GCS_MAGNA&quot;,DATUM[&quot;D_MAGNA&quot;,SPHEROID[&quot;GRS_1980&quot;,6378137.0,298.257222101]],PRIMEM[&quot;Greenwich&quot;,0.0],UNIT[&quot;Degree&quot;,0.0174532925199433]],PROJECTION[&quot;Transverse_Mercator&quot;],PARAMETER[&quot;False_Easting&quot;,5000000.0],PARAMETER[&quot;False_Northing&quot;,2000000.0],PARAMETER[&quot;Central_Meridian&quot;,-73.0],PARAMETER[&quot;Scale_Factor&quot;,0.9992],PARAMETER[&quot;Latitude_Of_Origin&quot;,4.0],UNIT[&quot;Meter&quot;,1.0],AUTHORITY[&quot;EPSG&quot;,9377]]</WKT><XOrigin>-618700</XOrigin><YOrigin>-8436100</YOrigin><XYScale>10000</XYScale><ZOrigin>-100000</ZOrigin><ZScale>10000</ZScale><MOrigin>-100000</MOrigin><MScale>10000</MScale><XYTolerance>0.001</XYTolerance><ZTolerance>0.001</ZTolerance><MTolerance>0.001</MTolerance><HighPrecision>true</HighPrecision><WKID>9377</WKID><LatestWKID>9377</LatestWKID></ProjectedCoordinateSystem> 20221213 15255900 20221213 15255900 150000000 5000 ISO19139 ArcGIS Metadata 1.0 Version 6.2 (Build 9200) ; Esri ArcGIS 10.9.1.28388 Red Gravimétrica SIGNAR Red de Gravedad Relativa 2022-12-13T00:00:00 Dirección de Gestión de Información Geográfica Instituto Geográfico Agustín Codazzi Subdirección Cartográfica y Geodésica Carrera 30 No. 48-51 Bogotá D.C. Cundinamarca 111321 contactenos@igac.gov.co CO 57+1 3694000 7:15 - 16:00 Establecer previo contacto telefónico y/o a través del correo electrónico (contactenos@igac.gov.co), para realizar la solicitud o fijar una cita en el horario de atención. 1 -78.906705 -67.401004 12.319848 0.483953 El Instituto Geográfico Agustín Codazzi como autoridad y ente rector de la información geodésica del país y mediante sus funciones establecidas en el Decreto 846 de 2021, Artículo23, Numeral 2 " Diseñar y administrar el sistema nacional de referencia geodésico, gravimétrico y geomagnético del país" y Numeral 3 “Efectuar el levantamiento y procesamiento de la información de las redes nacionales de referencia y de los demás proyectos geodésicos, gravimétricos y geomagnéticos, de acuerdo con los estándares nacionales e internacionales”, el cual define y mantiene el sistema geodésico nacional para el establecimiento del marco de referencia a todas las actividades que requieran posicionamiento. Los valores de gravedad de los vértices geodésicos de control gravimétrico que definen el Sistema Gravimétrico Nacional de Referencia - SIGNAR levantados por el Instituto Geográfico Agustín Codazzi son de gran utilidad para el desarrollo de proyectos de planeación municipal y regional, ingeniería, minería, geociencias, modelo geoidal, variaciones del nivel medio del mar, redistribución de densidad de masas terrestres entre océanos, continentes y el interior terrestre, deformación de la corteza terrestre, establecimiento del Marco de referencia de Alturas (IHRF), geodinámica, geofísica, investigación, innovación y en general, aquellos que requieran de la información gravimétrica. <DIV STYLE="text-align:Left;"><DIV><DIV><P STYLE="margin:0 0 0 0;"><SPAN>La Red Gravimétrica Relativa de Colombia estáconformada por 13.558 vértices geodésicos que</SPAN><SPAN /><SPAN>están</SPAN><SPAN /><SPAN>distribuidos en el territorio nacional. Como resultado del proceso de cálculo de los</SPAN><SPAN /><SPAN>vértices de control gravimétrico se obtiene el Valor de Gravedad referidos al datum</SPAN><SPAN>G</SPAN><SPAN>ravimétrico IGSN71 (International Gravity Standarization Net), que hace parte del Sistema</SPAN><SPAN> </SPAN><SPAN>Gravimétrico Nacional de Referencia –SIGNAR.</SPAN><SPAN /><SPAN>La información publicada contiene datoshistóricos de los ajustes realizado en 1998 y 2003 que</SPAN><SPAN /><SPAN>no se han vuelto a medir y los valores de los últimos ajustes realizados (2019, 2020 y 2022).</SPAN><SPAN /><SPAN>La materialización, medición y administración de los vértices geodésicos de control</SPAN><SPAN /><SPAN>gravimétrico, se rige por la Resolución 1468 del 29 de septiembre de 2021</SPAN><SPAN>, o la que</SPAN><SPAN /><SPAN><SPAN>se encuentre vigente, y cuenta con cuatro órdenesde precisión: Uno (1), Dos (2) y Tres (3).</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN /><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN>De acuerdo con la precisión y la metodología de medición, la Red Gravimétrica cuenta con las</SPAN><SPAN /><SPAN>siguientes características:</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN /><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>Vértices geodésicos de control gravimétrico de Orden Uno (1).</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>Conjunto de vértices geodésicos con mediciones instrumentales para la determinación de</SPAN><SPAN /><SPAN>valores relativos de gravedad, vinculadas a una estación de orden cero u orden uno,</SPAN><SPAN /><SPAN>obteniendo ocho mediciones de diferencia de gravedad entre la estación base y los puntos a</SPAN><SPAN /><SPAN>determinar, usando para ello los gravímetros LaCoste &amp; Romberg L&amp;R G-46, L&amp;R G-810, L&amp;R</SPAN><SPAN /><SPAN>G-845, L&amp;R G-1024, L&amp;R G-1025, L&amp;R G-710, L&amp;R G-59, L&amp;R G-171, L&amp;R G-268y Scintrex CG-</SPAN><SPAN /><SPAN>06. Estos vértices se encuentran georreferenciados con equipos GNSS. La secuencia de</SPAN><SPAN /><SPAN>observación depende de las condiciones de movilización y acceso a la zona en estudio, y las</SPAN><SPAN /><SPAN>observaciones de ida o regreso entre dos estaciones se hacen en un periodo inferior a 10</SPAN><SPAN /><SPAN>horas.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>La toma de gravedad relativa se realiza con un mínimo de treslecturas instrumentales con</SPAN><SPAN /><SPAN>gravímetros análogos y cinco lecturas de gravedad para gravímetros digitales.</SPAN><SPAN /><SPAN>Es el conjunto de vértices geodésicos directamente vinculados a una o más vértices de orden</SPAN><SPAN /><SPAN>superior, de la Red SIGNAR, cuyos valores de gravedad son determinados con equipos de</SPAN><SPAN /><SPAN>medición relativa, análogos o digitales. Sus</SPAN><SPAN /><SPAN>características:</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>1. Precisión absoluta de ±0,03 miligales.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>2. Precisión relativa de ± 0,035 a ±0,050 miligales.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>3. Se deben realizar ocho (8) mediciones de diferencias de gravedad entre las estaciones. La</SPAN><SPAN /><SPAN>secuencia de observación depende de las condiciones de movilización y acceso de la zona en</SPAN><SPAN /><SPAN>estudio. Las mediciones de ida y regreso entre dos (2) estaciones deben hacerse en un periodo</SPAN><SPAN /><SPAN>inferior a diez (10) horas.</SPAN><SPAN /><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN>4. Observar cada estación de un circuito al menos dos (2) veces el día de la toma de los datos,</SPAN><SPAN /><SPAN>para el adecuado control de la deriva instrumental cuando se use un gravímetro relativo.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>5. Equipos: Gravímetros análogos o digitales diseñados para efectuar mediciones relativas de</SPAN><SPAN /><SPAN>gravedad aplicando el principio de masa - resorte.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>6. Tiempo de toma: La toma de gravedad relativa se debe realizar con un mínimo de tres (3)</SPAN><SPAN /><SPAN>lecturas instrumentales por observación, para gravímetros digitales se toman cinco (5)</SPAN><SPAN /><SPAN>lecturas de valores de gravedad por observación, usando un ciclo de sesenta (60) segundos</SPAN><SPAN /><SPAN>por lectura.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN /><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>Vértices geodésicos de control gravimétrico de Orden Dos (2).</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>Conjunto de vértices geodésicos con mediciones instrumentales de gravedad enlazada a una</SPAN><SPAN /><SPAN>estación del mismo orden o de un orden superior, obteniendo ocho mediciones de diferencia</SPAN><SPAN /><SPAN>de gravedad entre la estación base y los puntos a determinar usando los gravímetros L&amp;R G-46, L&amp;R G-810, L&amp;R G-845, L&amp;R G-1024, L&amp;R G-1025, L&amp;R G-710, L&amp;R G-59, L&amp;R G-171, L&amp;R</SPAN><SPAN /><SPAN>G-268 y Scintrex CG-06. La secuenciade observación depende de las condiciones de</SPAN><SPAN /><SPAN>movilización y acceso de la zona en estudio y las observaciones de ida o regreso entre dos</SPAN><SPAN /><SPAN>estaciones se efectúa en un periodo inferior a 10 horas. La toma de gravedad relativa se</SPAN><SPAN /><SPAN>realiza con un mínimo de treslecturas instrumentales con gravímetros análogos y cinco</SPAN><SPAN /><SPAN>lecturas de valores de gravedad con gravímetros digitales.</SPAN><SPAN /><SPAN>Es el conjunto de vértices geodésicos directamente vinculados a uno o más vértices de orden</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>superior de la Red SIGNAR, cuyos valores de gravedad son determinados con equipos de</SPAN><SPAN /><SPAN>medición relativa análogos o digitales. Sus</SPAN><SPAN /><SPAN>características:</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>1. Precisión absoluta de ±0,050 miligales.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>2. Precisión relativa de ± 0,050 a ±0,080 miligales.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>3. Se deben realizar ocho (8) mediciones de diferencias de gravedad entre las estaciones. La</SPAN><SPAN /><SPAN>secuencia de observación depende de las condiciones de movilización y acceso de la zona en</SPAN><SPAN /><SPAN>estudio. Las mediciones de ida y regreso entre dos estaciones deben hacerse en un periodo</SPAN><SPAN /><SPAN>inferior a diez (10) horas.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>4. Observar cada estación de un circuito al menos dos (2) veces el día de la toma de los datos,</SPAN><SPAN /><SPAN>para el adecuado control de la deriva instrumental cuando se use un gravímetro relativo.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>5. Equipos: Gravímetros análogos o digitales diseñados para efectuar mediciones relativas de</SPAN><SPAN /><SPAN>gravedad aplicando el principio de masa - resorte.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>6. Tiempo de toma: La toma de gravedad relativa con gravímetros análogos se debe realizar</SPAN><SPAN /><SPAN>con un mínimo de tres (3) lecturas instrumentales por observación. Para</SPAN><SPAN /><SPAN>gravímetros digitales</SPAN><SPAN /><SPAN>se toman cinco (5) lecturas de valores de gravedad por observación, usando un ciclo de</SPAN><SPAN /><SPAN>sesenta (60) segundos por lectura.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN /><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>Vértices geodésicos de control gravimétrico de Orden Tres (3).</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>Conjunto de vértices geodésicos con mediciones relativas de gravedad vinculadas a una</SPAN><SPAN /><SPAN>estación de orden superior usando los gravímetros L&amp;R G-175 y L&amp;R G-46 y Scintrex CG-6,</SPAN><SPAN /><SPAN>estos vértices se encuentran georreferenciados con equipos GNSS.</SPAN><SPAN /><SPAN>Es el conjunto devértices geodésicos directamente vinculados a una o más estaciones de orden</SPAN><SPAN /><SPAN>superior de la Red SIGNAR, cuyos valores de gravedad son determinados con equipos de</SPAN><SPAN /><SPAN>medición relativa. Sus características:</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>1. Precisión absoluta de ±0,100 miligales</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>2. Precisión relativa mayor a ±0,100 miligales</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>3. Se debe realizar dos (2) mediciones entre las estaciones. La secuencia de observación</SPAN><SPAN /><SPAN>depende de las condiciones de movilización y acceso de la zona en estudio. Las mediciones de</SPAN><SPAN /><SPAN>ida y regreso entre dos (2) estaciones deben hacerse en un periodo inferior a cinco (5) horas.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>4. Equipos: Gravímetros análogos o digitales diseñados para efectuar mediciones relativas de</SPAN><SPAN /><SPAN>gravedad aplicando el principio de masa - resorte.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>5. Tiempo de toma: la toma de gravedad relativa con gravímetros análogos se debe realizar</SPAN><SPAN /><SPAN>con un mínimo de tres (3) lecturas instrumentales por observación. Para los gravímetros</SPAN><SPAN /><SPAN>digitales se toman de cinco (5) lecturas de valores de gravedad por observación, usando un</SPAN><SPAN /><SPAN>ciclo de sesenta (60) segundos por lectura.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN /></P><P STYLE="margin:0 0 0 0;"><SPAN>La capa de estaciones con geometría de punto y el archivo Excel, disponible para</SPAN><SPAN /><SPAN>descarga de la Red de Gravedad Relativa contiene, </SPAN><SPAN><SPAN>contiene los siguientes atributos:</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>NOMENCLATURA: identificador alfanumérico de la estación, según metodología IGAC.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>GRAVEDAD: Valor de gravedad en mGal.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>PRECISIÓN: precisión del valor de gravedad en mGal.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>AJUSTE: año en el que se realizó el ajuste de los valores de gravedad.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>ORDEN: orden al que pertenece la estación.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>LATITUD: grados decimales, correspondientes a la latitud del lugar, Norte o Sur, vinculados a</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>la superficie de referencia del elipsoide GRS80.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>LONGITUD: grados decimales, correspondientes a la longitud del lugar, Este u Oeste,</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>vinculados a la superficie de referencia del elipsoide GRS80.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>ALTURA ELIPSOIDAL: altura en metros vinculadas a la superficie de referencia del elipsoide</SPAN><SPAN /><SPAN><SPAN>GRS80.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>TIPO COORDENADAS: se definen tres clases de coordenadas acorde a la obtención de esta:</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>•Calculada: ajustada a partir de dos o más vértices geodésicos, los cuales hacen parte de la</SPAN><SPAN /><SPAN>Red Pasiva GNSS MAGNA-SIRGAS, Datum MAGNA-SIRGAS, ITRF 2014 época de referencia</SPAN><SPAN /><SPAN>2018,0.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>•Aproximada: coordenadas navegadas u obtenidas con herramientas SIG.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>•Sin Coordenada: sin datos de georreferenciación.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>CÓDIGO DEPARTAMENTO: ubicación del vértice en el territorio nacional, con base en el</SPAN><SPAN /><SPAN>estándar de la codificación de la división político-administrativa de Colombia “DIVIPOLA”, de</SPAN><SPAN /><SPAN>fuente DANE.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>CÓDIGO MUNICIPIO: ubicación del vértice en el territorio nacional, con base en el estándar de</SPAN><SPAN /><SPAN>la codificación de la división político-administrativa de Colombia “DIVIPOLA”, de fuente DANE.</SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>CÓDIGO DANE: unión del código del departamento con el del municipio.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>MUNICIPIO: nombre del municipio donde se encuentra ubicado el vértice.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>DEPARTAMENTO: nombre del departamento donde se encuentra ubicado el vértice.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN><SPAN>ESTADO VÉRTICE: estado actual del vértice geodésico.</SPAN></SPAN></P><P STYLE="margin:0 0 0 0;"><SPAN>TIPO MATERIALIZACIÓN: corresponde a la forma de materialización del vértice (incrustación,</SPAN><SPAN /><SPAN>mojón o pilastra).</SPAN></P></DIV></DIV></DIV> Instituto Geográfico Agustín Codazzi - Subdirección Cartográfica y Geodésica Estación Modelo Geoidal Red Gravimétrica Redes de Densificación Gravedad Geodesia Control geodésico IGSN 71 Vértices geodésicos Coordenadas geográficas Anomalía Gravimétrica República de Colombia Gravimetría mGal Estación, Modelo Geoidal, Red Gravimétrica, Redes de Densificación, Gravedad, Geodesia, Control geodésico, ISGN 71, Vértices geodésicos, Coordenadas geográficas, Anomalía Gravimétrica, Gravimetría, mGal Dirección de Gestión de Información Geográfica Instituto Geográfico Agustín Codazzi Subdirección Cartográfica y Geodésica Carrera 30 No. 48-51 Bogotá D.C. Cundinamarca 111321 contactenos@igac.gov.co CO 57+1 3694000 7:15 - 16:00 Establecer previo contacto telefónico y/o a través del correo electrónico (contactenos@igac.gov.co), para realizar la solicitud o fijar una cita en el horario de atención. Dirección de Gestión de Información Geográfica File Geodatabase Feature Class 1 dataset EPSG 9.8.12(12.8.0) 13558 Simple FALSE 13558 TRUE FALSE 20221213 Dirección de Gestión de Información Geográfica Instituto Geográfico Agustín Codazzi Subdirección Cartográfica y Geodésica Carrera 30 No. 48-51 Bogotá D.C. Cundinamarca 111321 contactenos@igac.gov.co CO 57+1 3694000 7:15 - 16:00 Establecer previo contacto telefónico y/o a través del correo electrónico (contactenos@igac.gov.co), para realizar la solicitud o fijar una cita en el horario de atención. Dirección de Gestión de Información Geográfica Dirección de Gestión de Información Geográfica Instituto Geográfico Agustín Codazzi Subdirección Cartográfica y Geodésica Carrera 30 No. 48-51 Bogotá D.C. Cundinamarca 111321 contactenos@igac.gov.co CO 57+1 3694000 7:15 - 16:00 Establecer previo contacto telefónico y/o a través del correo electrónico (contactenos@igac.gov.co), para realizar la solicitud o fijar una cita en el horario de atención. Dirección de Gestión de Información Geográfica La información se obtiene realizando observaciones gravimétricas usando gravímetros relativos y ejecutando circuitos dobles de observación en campo. Esta información es corregida por mareas, deriva instrumental, factor de escala y posteriormente ajustada por el método de mínimos cuadrados. 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