Instituto Nacional de Estadística y Geografía - INEGI.(ed.)
20090325
RED HIDROGRÁFICA ESCALA 1:50,000 Edición:1.0, SUBCUENCA HIDROGRÁFICA RH26Aa R. PáNUCO /CUENCA R. PÁNUCO /R.H. PÁNUCO
1.0
Datos vectoriales digitales.
Aguascalientes, Ags., México.
Instituto Nacional de Estadística y Geografía - INEGI.
http://www.inegi.org.mx/
INEGI.RH26
Este producto ofrece un sistema de circulación lineal estructurado que representa el comportamiento de drenaje de una cuenca hidrográfica, que utilizado con métodos y herramientas de redes geométricas en aplicaciones de sistemas de información geográfica, es de gran utilidad para diversos proyectos.
Proveer a los especialistas y público en general, de información de redes hidrográficas a mayor detalle en apoyo a los tomadores de decisiones para diversos proyectos relacionados con la administración del recurso hídrico, calidad del agua, prevención de desastres naturales entre otros orientados al desarrollo sustentable del país.
Las redes fueron elaboradas a partir de los rasgos hidrográficos contenidos en los
conjuntos de datos topográficos escala 1:50,000, en específico corrientes y cuerpos de
agua intermitentes y perennes, para lo cual fue necesario realizar un proceso de interpretación, análisis y edición
de la conectividad de las líneas de flujo así como determinar la dirección de
flujo para cada segmento. Los Sub-conjuntos digitales que pertenecen a esta subcuenca
y su correspondiente fecha de actualización o creación son: f14b74(1998-08-31), f14b84(1998-08-31), f14b81(1999-05-31), f14b82(1999-11-30), f14b83(2000-11-30), f14b72(2000-11-30), f14b71(2001-01-31), f14d13(2001-04-30), f14d12(2001-05-31), f14b73(2001-08-31). Las fechas anteriormente mencionadas son las mismas detalladas(en el mismo orden) en la sección "Time_Period_Information" de este metadato.
es
19980831
19980831
19990531
19991130
20001130
20001130
20010131
20010430
20010531
20010831
ground condition
Continuamente con una versión liberada por año.
-97.7914428710938
-98.7406234741211
22.3049011230469
21.899959564209
Ninguno
Afluente
Agua
Cauce
Corriente de agua
Cuenca
Escurrimiento superficial
Hidrografía
Hidrología
Línea de flujo
Recurso hídrico
Red geométrica
Red hidrográfica
Río
Sistema de drenaje
Ninguno
Cuenca hidrográfica
Acceso con costo al público a través de los centros de
venta del Instituto Nacional de Estadística y Geografía - INEGI.
Como insumo para otras aplicaciones o publicaciones sin la autorización
respectiva u omisión de los créditos del autor.
RH26Aa.jpg
Imagen que incluye el polígono de la subcuenca de la División Hidrológica de Aguas Superficiales escala 1:250 000 serie I y la Red Hidrográfica escala 1:50 000.
JPEG
Microsoft Windows XP Version 5.1 (Build 2600) Service Pack 3; ESRI ArcCatalog 9.3.1.1850
SDE Feature Class
La red hidrográfica fue elaborada a partir de los datos topográficos escala 1:50,000
y por tanto las especificaciones técnicas se sustentan en gran parte en el diccionario
de datos topográficos de la misma escala, además de especificaciones propias de la red.
Una de las características de la red hidrográfica es la integridad de la conectividad
entre rasgos y el apego a la regla confluencia-confluencia que garantiza la segmentación
de los rasgos en cada confluencia. Además, se cuenta con un rasgo puntual denominado
"Punto de drenaje" los cuales son usados para indicar el punto sobre el límite de
la cuenca donde se drenan las aguas captadas hacia el mar, a otra cuenca o por
acumulación de flujos como un lago o bien que desaparezca alguna corriente de agua
por infiltración por la condición de suelos y rocas.
Este rasgo puntual mantiene una relación lógica y espacial con
las líneas de flujo.
Para la construcción de un sistema de drenaje lineal, fue necesario generar
líneas centrales a los cuerpos de agua, además de considerar en algunos casos,
la inclusión de canales sobre todo aquellos importantes que dan continuidad a los flujos
de cauces naturales. Así mismo, es importante mencionar que una de las validaciones
de la red, fue la de verificar su integridad con medios y métodos de
redes geométricas.
1.- Investigación y análisis del proyecto: de acuerdo a la magnitud del proyecto, se estableció dividirlo en diferentes etapas, siendo la prioritaria el determinar el sistema lineal para lo cual fue necesario realizar la conectividad de las líneas de flujo.§
2.- Desarrollo conceptual y metodológico: se elaboró la documentación metodológica fundamental para el sustento del proyecto y la capacitación del personal involucrado.
3.- Análisis, diseño y desarrollo de herramientas geomáticas para edición: a efecto de obtener resultados a corto plazo y en una forma controlada, se automatizaron diversos procesos además de generar medios cliente-servidor para transferencias de insumos, entre otras herramientas para la edición controlada e informes automáticos de avance y productividad, así como registrar observaciones tanto de los analistas como de los supervisores.
4.- Análisis, diseño y desarrollo del sistema de control y seguimiento de actividades: de forma paralela se diseñó una base de datos para registrar asignaciones de carga de trabajo, así como indicadores de productividad y calidad, además de diseñar y desarrollar una página web para reportar en tiempo real los avances.
5.- Integración y organización de los insumos: consistente en bajar los datos topográficos de la base de datos y organizarlos de forma automatizada en un servidor.
6.- Procesamiento de insumos: consistente en aplicar un recorte de los datos topográficos a un área irregular que es la unidad más desagregada de la División Hidrológica de Aguas Superficiales escala 1:250,000 serie I, que es la subcuenca, con un buffer excedente de 3 Km, además de aplicar un proceso de limpieza topológica.
7.- Asignación de cargas de trabajo: de acuerdo a disponibilidad de los datos topográficos se hizo la asignación a los analistas-editores de forma progresiva.
8.- Análisis y edición de la conectividad: actividad de interpretación del comportamiento hidrológico en función de diversos insumos como altimetría, imágenes satelitales, ortofotos, permeabilidad de suelos y rocas, corrientes y cuerpos de agua, canales, entre otros insumos, además con la ayuda de diversas herramientas desarrolladas, generar líneas centrales de cuerpos de agua, aplicar un diagnóstico de conectividad para detectar las desconexiones y de forma simultánea determinar las direcciones de flujo, conectar los rasgos, entre otros.
9.- Supervisión de los trabajos de edición: actividad consistente en revisar cada una de las líneas nuevas generadas para la conexión de rasgos y retroalimentar al analista-editor sobre criterios considerados, además de revisar la integridad de la red, direcciones de flujo, entre otros aspectos.
10.- Atención de observaciones del supervisor: el analista-editor lee y atiende las observaciones del supervisor
11.- Revisión y liberación de redes por parte del supervisor: por segunda ocasión el supervisor revisa que el analista-editor hubiese atendido sus observaciones y libera la red hidrográfica del trabajo de edición.
12.- Control y seguimiento de los avances: de forma permanente a lo largo del proyecto, se monitorearon los avances, e indicadores de productividad y de calidad, se dio acceso al sistema a todos los directores y subdirectores en oficinas centrales, regionales y estatales involucrados en el proyecto para que monitorearan sus avances, además de informar quincenalmente vía correo electrónico con información más detallada.
13.- Carga de redes en una base de datos espacial: una vez liberadas las redes, se procedió a subirlas a una base de datos en la cual se aplicaron otras validaciones y se les generó un identificador único a cada línea de flujo.
14.- Generación y entrega de archivos al área de Base de Datos.
20081215
Vector
Simple
FALSE
0
TRUE
FALSE
International Terrestrial Reference Frame of 1992, época 1988.0, en el GRS80
Geodetic Reference System 80
6378137.0
298.2572221
ITRF92
Conica Conforme de Lambert
coordinate pair
meters
0.010000
0.010000
Explicit elevation coordinate included with horizontal coordinates
1.000000
Instituto Nacional de Estadística y Geografía - INEGI.
Ing. Isidoro Jorge Luis Sosa.
Responsable del Centro de Ventas.
mailing and physical address
Avenida Héroe de Nacozari #2301 Sur. Fraccionamiento Jardines del Parque.
Aguascalientes.
Ags.
20276.
México.
(52) (449) 918 19 48 y 910 53 00. Extensiones 5031, 5111 y 5208. Lada 01 800 463 44 01.
(52) (449) 918 22 32.
ventassede@inegi.org.mx
De 8:30 a 21:00.
Favor de referirse a la información que está contenida en
esta misma sección de los metadatos.
Nota - si requiere factura sólo se podrá expedir de las ocho
treinta hasta la dieciseis treinta horas.
RED HIDROGRÁFICA ESCALA 1:50,000 Edición:1.0, SUBCUENCA HIDROGRÁFICA RH26Aa R. PáNUCO /CUENCA R. PÁNUCO /R.H. PÁNUCO
El Instituto Nacional de Estadística y Geografía - INEGI no se hace responsable por el uso que
usted le de a los datos.
0.000
0.000
20081215
20090325
Instituto Nacional de Estadística y Geografía - INEGI.
Administrador de Metadatos.
Administración de Metadatos.
mailing and physical address
Avenida Héroe de Nacozari #2301 Sur. Fraccionamiento Jardines del Parque.
Aguascalientes.
Aguascalientes.
20276
Mexico
(52) (449) 910 53 00. Extensiones 5631, 1750 y 5147.
(52) (449) 442 41 45
rafael.arrioja@inegi.org.mx
De 8:30 a 16:30
Favor de referirse a la información que está contenida en esta misma sección de los metadatos.
FGDC Content Standards for Digital Geospatial Metadata
FGDC-STD-001-1998
es
local time
Microsoft Windows 10 Version 10.0 (Build 19045) ; Esri ArcGIS 13.3.2.52636
Red hidrográfica río tula
1
-101.370922
-97.686076
23.971817
19.036880
Proveer a los especialistas y público en general, de información de redes hidrográficas a mayor detalle en apoyo a los tomadores de decisiones para diversos proyectos relacionados con la administración del recurso hídrico, calidad del agua, prevención de desastres naturales entre otros orientados al desarrollo sustentable del país.
<div style='text-align:Left;'><div><p><span>Este producto ofrece un sistema de circulación lineal estructurado que representa el comportamiento de drenaje de una cuenca hidrográfica, que utilizado con métodos y herramientas de redes geométricas en aplicaciones de sistemas de información geográfica, es de gran utilidad para diversos proyectos.</span></p></div></div>
Afluente
Agua
Cauce
Corriente de agua
Cuenca
Escurrimiento superficial
Hidrografía
Hidrología
Línea de flujo
Recurso hídrico
Red geométrica
Red hidrográfica
Río
Sistema de drenaje
<div style='text-align:Left;'><div><p><span>Como insumo para otras aplicaciones o publicaciones sin la autorización respectiva u omisión de los créditos del autor.</span></p></div></div>
ISO 19115 Geographic Information - Metadata
DIS_ESRI1.0
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'ENTIDAD' true true false 17 Text 0 0 ,First,#,RH26Aa_hl,ENTIDAD,-1,-1,RH26Ab_hl,ENTIDAD,-1,-1,RH26Ac_hl,ENTIDAD,-1,-1,RH26Ba_hl,ENTIDAD,-1,-1,RH26Bb_hl,ENTIDAD,-1,-1,RH26Bc_hl,ENTIDAD,-1,-1,RH26Bd_hl,ENTIDAD,-1,-1,RH26Be_hl,ENTIDAD,-1,-1,RH26Ca_hl,ENTIDAD,-1,-1,RH26Cb_hl,ENTIDAD,-1,-1,RH26Cc_hl,ENTIDAD,-1,-1,RH26Cd_hl,ENTIDAD,-1,-1,RH26Ce_hl,ENTIDAD,-1,-1,RH26Cf_hl,ENTIDAD,-1,-1,RH26Cg_hl,ENTIDAD,-1,-1,RH26Ch_hl,ENTIDAD,-1,-1,RH26Ci_hl,ENTIDAD,-1,-1,RH26Cj_hl,ENTIDAD,-1,-1,RH26Ck_hl,ENTIDAD,-1,-1,RH26Da_hl,ENTIDAD,-1,-1,RH26Db_hl,ENTIDAD,-1,-1,RH26Dc_hl,ENTIDAD,-1,-1,RH26Dd_hl,ENTIDAD,-1,-1,RH26De_hl,ENTIDAD,-1,-1,RH26Df_hl,ENTIDAD,-1,-1,RH26Dg_hl,ENTIDAD,-1,-1,RH26Dh_hl,ENTIDAD,-1,-1,RH26Di_hl,ENTIDAD,-1,-1,RH26Dj_hl,ENTIDAD,-1,-1,RH26Dk_hl,ENTIDAD,-1,-1,RH26Dl_hl,ENTIDAD,-1,-1,RH26Dm_hl,ENTIDAD,-1,-1,RH26Dn_hl,ENTIDAD,-1,-1,RH26Do_hl,ENTIDAD,-1,-1,RH26Dp_hl,ENTIDAD,-1,-1,RH26Dq_hl,ENTIDAD,-1,-1,RH26Dr_hl,ENTIDAD,-1,-1,RH26Ds_hl,ENTIDAD,-1,-1,RH26Dt_hl,ENTIDAD,-1,-1,RH26Du_hl,ENTIDAD,-1,-1,RH26Dv_hl,ENTIDAD,-1,-1,RH26Dw_hl,ENTIDAD,-1,-1,RH26Dx_hl,ENTIDAD,-1,-1,RH26Dy_hl,ENTIDAD,-1,-1,RH26Dz_hl,ENTIDAD,-1,-1;FC 'FC' true true false 11 Double 0 11 ,First,#,RH26Aa_hl,FC,-1,-1,RH26Ab_hl,FC,-1,-1,RH26Ac_hl,FC,-1,-1,RH26Ba_hl,FC,-1,-1,RH26Bb_hl,FC,-1,-1,RH26Bc_hl,FC,-1,-1,RH26Bd_hl,FC,-1,-1,RH26Be_hl,FC,-1,-1,RH26Ca_hl,FC,-1,-1,RH26Cb_hl,FC,-1,-1,RH26Cc_hl,FC,-1,-1,RH26Cd_hl,FC,-1,-1,RH26Ce_hl,FC,-1,-1,RH26Cf_hl,FC,-1,-1,RH26Cg_hl,FC,-1,-1,RH26Ch_hl,FC,-1,-1,RH26Ci_hl,FC,-1,-1,RH26Cj_hl,FC,-1,-1,RH26Ck_hl,FC,-1,-1,RH26Da_hl,FC,-1,-1,RH26Db_hl,FC,-1,-1,RH26Dc_hl,FC,-1,-1,RH26Dd_hl,FC,-1,-1,RH26De_hl,FC,-1,-1,RH26Df_hl,FC,-1,-1,RH26Dg_hl,FC,-1,-1,RH26Dh_hl,FC,-1,-1,RH26Di_hl,FC,-1,-1,RH26Dj_hl,FC,-1,-1,RH26Dk_hl,FC,-1,-1,RH26Dl_hl,FC,-1,-1,RH26Dm_hl,FC,-1,-1,RH26Dn_hl,FC,-1,-1,RH26Do_hl,FC,-1,-1,RH26Dp_hl,FC,-1,-1,RH26Dq_hl,FC,-1,-1,RH26Dr_hl,FC,-1,-1,RH26Ds_hl,FC,-1,-1,RH26Dt_hl,FC,-1,-1,RH26Du_hl,FC,-1,-1,RH26Dv_hl,FC,-1,-1,RH26Dw_hl,FC,-1,-1,RH26Dx_hl,FC,-1,-1,RH26Dy_hl,FC,-1,-1,RH26Dz_hl,FC,-1,-1;CONDICION 'CONDICION' true true false 13 Text 0 0 ,First,#,RH26Aa_hl,CONDICION,-1,-1,RH26Ab_hl,CONDICION,-1,-1,RH26Ac_hl,CONDICION,-1,-1,RH26Ba_hl,CONDICION,-1,-1,RH26Bb_hl,CONDICION,-1,-1,RH26Bc_hl,CONDICION,-1,-1,RH26Bd_hl,CONDICION,-1,-1,RH26Be_hl,CONDICION,-1,-1,RH26Ca_hl,CONDICION,-1,-1,RH26Cb_hl,CONDICION,-1,-1,RH26Cc_hl,CONDICION,-1,-1,RH26Cd_hl,CONDICION,-1,-1,RH26Ce_hl,CONDICION,-1,-1,RH26Cf_hl,CONDICION,-1,-1,RH26Cg_hl,CONDICION,-1,-1,RH26Ch_hl,CONDICION,-1,-1,RH26Ci_hl,CONDICION,-1,-1,RH26Cj_hl,CONDICION,-1,-1,RH26Ck_hl,CONDICION,-1,-1,RH26Da_hl,CONDICION,-1,-1,RH26Db_hl,CONDICION,-1,-1,RH26Dc_hl,CONDICION,-1,-1,RH26Dd_hl,CONDICION,-1,-1,RH26De_hl,CONDICION,-1,-1,RH26Df_hl,CONDICION,-1,-1,RH26Dg_hl,CONDICION,-1,-1,RH26Dh_hl,CONDICION,-1,-1,RH26Di_hl,CONDICION,-1,-1,RH26Dj_hl,CONDICION,-1,-1,RH26Dk_hl,CONDICION,-1,-1,RH26Dl_hl,CONDICION,-1,-1,RH26Dm_hl,CONDICION,-1,-1,RH26Dn_hl,CONDICION,-1,-1,RH26Do_hl,CONDICION,-1,-1,RH26Dp_hl,CONDICION,-1,-1,RH26Dq_hl,CONDICION,-1,-1,RH26Dr_hl,CONDICION,-1,-1,RH26Ds_hl,CONDICION,-1,-1,RH26Dt_hl,CONDICION,-1,-1,RH26Du_hl,CONDICION,-1,-1,RH26Dv_hl,CONDICION,-1,-1,RH26Dw_hl,CONDICION,-1,-1,RH26Dx_hl,CONDICION,-1,-1,RH26Dy_hl,CONDICION,-1,-1,RH26Dz_hl,CONDICION,-1,-1;EDICION 'EDICION' true true false 1 Text 0 0 ,First,#,RH26Aa_hl,EDICION,-1,-1,RH26Ab_hl,EDICION,-1,-1,RH26Ac_hl,EDICION,-1,-1,RH26Ba_hl,EDICION,-1,-1,RH26Bb_hl,EDICION,-1,-1,RH26Bc_hl,EDICION,-1,-1,RH26Bd_hl,EDICION,-1,-1,RH26Be_hl,EDICION,-1,-1,RH26Ca_hl,EDICION,-1,-1,RH26Cb_hl,EDICION,-1,-1,RH26Cc_hl,EDICION,-1,-1,RH26Cd_hl,EDICION,-1,-1,RH26Ce_hl,EDICION,-1,-1,RH26Cf_hl,EDICION,-1,-1,RH26Cg_hl,EDICION,-1,-1,RH26Ch_hl,EDICION,-1,-1,RH26Ci_hl,EDICION,-1,-1,RH26Cj_hl,EDICION,-1,-1,RH26Ck_hl,EDICION,-1,-1,RH26Da_hl,EDICION,-1,-1,RH26Db_hl,EDICION,-1,-1,RH26Dc_hl,EDICION,-1,-1,RH26Dd_hl,EDICION,-1,-1,RH26De_hl,EDICION,-1,-1,RH26Df_hl,EDICION,-1,-1,RH26Dg_hl,EDICION,-1,-1,RH26Dh_hl,EDICION,-1,-1,RH26Di_hl,EDICION,-1,-1,RH26Dj_hl,EDICION,-1,-1,RH26Dk_hl,EDICION,-1,-1,RH26Dl_hl,EDICION,-1,-1,RH26Dm_hl,EDICION,-1,-1,RH26Dn_hl,EDICION,-1,-1,RH26Do_hl,EDICION,-1,-1,RH26Dp_hl,EDICION,-1,-1,RH26Dq_hl,EDICION,-1,-1,RH26Dr_hl,EDICION,-1,-1,RH26Ds_hl,EDICION,-1,-1,RH26Dt_hl,EDICION,-1,-1,RH26Du_hl,EDICION,-1,-1,RH26Dv_hl,EDICION,-1,-1,RH26Dw_hl,EDICION,-1,-1,RH26Dx_hl,EDICION,-1,-1,RH26Dy_hl,EDICION,-1,-1,RH26Dz_hl,EDICION,-1,-1;FECHA 'FECHA' true true false 8 Date 0 0 ,First,#,RH26Aa_hl,FECHA,-1,-1,RH26Ab_hl,FECHA,-1,-1,RH26Ac_hl,FECHA,-1,-1,RH26Ba_hl,FECHA,-1,-1,RH26Bb_hl,FECHA,-1,-1,RH26Bc_hl,FECHA,-1,-1,RH26Bd_hl,FECHA,-1,-1,RH26Be_hl,FECHA,-1,-1,RH26Ca_hl,FECHA,-1,-1,RH26Cb_hl,FECHA,-1,-1,RH26Cc_hl,FECHA,-1,-1,RH26Cd_hl,FECHA,-1,-1,RH26Ce_hl,FECHA,-1,-1,RH26Cf_hl,FECHA,-1,-1,RH26Cg_hl,FECHA,-1,-1,RH26Ch_hl,FECHA,-1,-1,RH26Ci_hl,FECHA,-1,-1,RH26Cj_hl,FECHA,-1,-1,RH26Ck_hl,FECHA,-1,-1,RH26Da_hl,FECHA,-1,-1,RH26Db_hl,FECHA,-1,-1,RH26Dc_hl,FECHA,-1,-1,RH26Dd_hl,FECHA,-1,-1,RH26De_hl,FECHA,-1,-1,RH26Df_hl,FECHA,-1,-1,RH26Dg_hl,FECHA,-1,-1,RH26Dh_hl,FECHA,-1,-1,RH26Di_hl,FECHA,-1,-1,RH26Dj_hl,FECHA,-1,-1,RH26Dk_hl,FECHA,-1,-1,RH26Dl_hl,FECHA,-1,-1,RH26Dm_hl,FECHA,-1,-1,RH26Dn_hl,FECHA,-1,-1,RH26Do_hl,FECHA,-1,-1,RH26Dp_hl,FECHA,-1,-1,RH26Dq_hl,FECHA,-1,-1,RH26Dr_hl,FECHA,-1,-1,RH26Ds_hl,FECHA,-1,-1,RH26Dt_hl,FECHA,-1,-1,RH26Du_hl,FECHA,-1,-1,RH26Dv_hl,FECHA,-1,-1,RH26Dw_hl,FECHA,-1,-1,RH26Dx_hl,FECHA,-1,-1,RH26Dy_hl,FECHA,-1,-1,RH26Dz_hl,FECHA,-1,-1;LENGHTM 'LENGHTM' true true false 11 Double 0 11 ,First,#,RH26Aa_hl,LENGHTM,-1,-1,RH26Ab_hl,LENGHTM,-1,-1,RH26Ac_hl,LENGHTM,-1,-1,RH26Ba_hl,LENGHTM,-1,-1,RH26Bb_hl,LENGHTM,-1,-1,RH26Bc_hl,LENGHTM,-1,-1,RH26Bd_hl,LENGHTM,-1,-1,RH26Be_hl,LENGHTM,-1,-1,RH26Ca_hl,LENGHTM,-1,-1,RH26Cb_hl,LENGHTM,-1,-1,RH26Cc_hl,LENGHTM,-1,-1,RH26Cd_hl,LENGHTM,-1,-1,RH26Ce_hl,LENGHTM,-1,-1,RH26Cf_hl,LENGHTM,-1,-1,RH26Cg_hl,LENGHTM,-1,-1,RH26Ch_hl,LENGHTM,-1,-1,RH26Ci_hl,LENGHTM,-1,-1,RH26Cj_hl,LENGHTM,-1,-1,RH26Ck_hl,LENGHTM,-1,-1,RH26Da_hl,LENGHTM,-1,-1,RH26Db_hl,LENGHTM,-1,-1,RH26Dc_hl,LENGHTM,-1,-1,RH26Dd_hl,LENGHTM,-1,-1,RH26De_hl,LENGHTM,-1,-1,RH26Df_hl,LENGHTM,-1,-1,RH26Dg_hl,LENGHTM,-1,-1,RH26Dh_hl,LENGHTM,-1,-1,RH26Di_hl,LENGHTM,-1,-1,RH26Dj_hl,LENGHTM,-1,-1,RH26Dk_hl,LENGHTM,-1,-1,RH26Dl_hl,LENGHTM,-1,-1,RH26Dm_hl,LENGHTM,-1,-1,RH26Dn_hl,LENGHTM,-1,-1,RH26Do_hl,LENGHTM,-1,-1,RH26Dp_hl,LENGHTM,-1,-1,RH26Dq_hl,LENGHTM,-1,-1,RH26Dr_hl,LENGHTM,-1,-1,RH26Ds_hl,LENGHTM,-1,-1,RH26Dt_hl,LENGHTM,-1,-1,RH26Du_hl,LENGHTM,-1,-1,RH26Dv_hl,LENGHTM,-1,-1,RH26Dw_hl,LENGHTM,-1,-1,RH26Dx_hl,LENGHTM,-1,-1,RH26Dy_hl,LENGHTM,-1,-1,RH26Dz_hl,LENGHTM,-1,-1;ID_DRENA 'ID_DRENA' true true false 11 Double 0 11 ,First,#,RH26Aa_hl,ID_DRENA,-1,-1,RH26Ab_hl,ID_DRENA,-1,-1,RH26Ac_hl,ID_DRENA,-1,-1,RH26Ba_hl,ID_DRENA,-1,-1,RH26Bb_hl,ID_DRENA,-1,-1,RH26Bc_hl,ID_DRENA,-1,-1,RH26Bd_hl,ID_DRENA,-1,-1,RH26Be_hl,ID_DRENA,-1,-1,RH26Ca_hl,ID_DRENA,-1,-1,RH26Cb_hl,ID_DRENA,-1,-1,RH26Cc_hl,ID_DRENA,-1,-1,RH26Cd_hl,ID_DRENA,-1,-1,RH26Ce_hl,ID_DRENA,-1,-1,RH26Cf_hl,ID_DRENA,-1,-1,RH26Cg_hl,ID_DRENA,-1,-1,RH26Ch_hl,ID_DRENA,-1,-1,RH26Ci_hl,ID_DRENA,-1,-1,RH26Cj_hl,ID_DRENA,-1,-1,RH26Ck_hl,ID_DRENA,-1,-1,RH26Da_hl,ID_DRENA,-1,-1,RH26Db_hl,ID_DRENA,-1,-1,RH26Dc_hl,ID_DRENA,-1,-1,RH26Dd_hl,ID_DRENA,-1,-1,RH26De_hl,ID_DRENA,-1,-1,RH26Df_hl,ID_DRENA,-1,-1,RH26Dg_hl,ID_DRENA,-1,-1,RH26Dh_hl,ID_DRENA,-1,-1,RH26Di_hl,ID_DRENA,-1,-1,RH26Dj_hl,ID_DRENA,-1,-1,RH26Dk_hl,ID_DRENA,-1,-1,RH26Dl_hl,ID_DRENA,-1,-1,RH26Dm_hl,ID_DRENA,-1,-1,RH26Dn_hl,ID_DRENA,-1,-1,RH26Do_hl,ID_DRENA,-1,-1,RH26Dp_hl,ID_DRENA,-1,-1,RH26Dq_hl,ID_DRENA,-1,-1,RH26Dr_hl,ID_DRENA,-1,-1,RH26Ds_hl,ID_DRENA,-1,-1,RH26Dt_hl,ID_DRENA,-1,-1,RH26Du_hl,ID_DRENA,-1,-1,RH26Dv_hl,ID_DRENA,-1,-1,RH26Dw_hl,ID_DRENA,-1,-1,RH26Dx_hl,ID_DRENA,-1,-1,RH26Dy_hl,ID_DRENA,-1,-1,RH26Dz_hl,ID_DRENA,-1,-1;FLOWDIR 'FLOWDIR' true true false 11 Double 0 11 ,First,#,RH26Aa_hl,FLOWDIR,-1,-1,RH26Ab_hl,FLOWDIR,-1,-1,RH26Ac_hl,FLOWDIR,-1,-1,RH26Ba_hl,FLOWDIR,-1,-1,RH26Bb_hl,FLOWDIR,-1,-1,RH26Bc_hl,FLOWDIR,-1,-1,RH26Bd_hl,FLOWDIR,-1,-1,RH26Be_hl,FLOWDIR,-1,-1,RH26Ca_hl,FLOWDIR,-1,-1,RH26Cb_hl,FLOWDIR,-1,-1,RH26Cc_hl,FLOWDIR,-1,-1,RH26Cd_hl,FLOWDIR,-1,-1,RH26Ce_hl,FLOWDIR,-1,-1,RH26Cf_hl,FLOWDIR,-1,-1,RH26Cg_hl,FLOWDIR,-1,-1,RH26Ch_hl,FLOWDIR,-1,-1,RH26Ci_hl,FLOWDIR,-1,-1,RH26Cj_hl,FLOWDIR,-1,-1,RH26Ck_hl,FLOWDIR,-1,-1,RH26Da_hl,FLOWDIR,-1,-1,RH26Db_hl,FLOWDIR,-1,-1,RH26Dc_hl,FLOWDIR,-1,-1,RH26Dd_hl,FLOWDIR,-1,-1,RH26De_hl,FLOWDIR,-1,-1,RH26Df_hl,FLOWDIR,-1,-1,RH26Dg_hl,FLOWDIR,-1,-1,RH26Dh_hl,FLOWDIR,-1,-1,RH26Di_hl,FLOWDIR,-1,-1,RH26Dj_hl,FLOWDIR,-1,-1,RH26Dk_hl,FLOWDIR,-1,-1,RH26Dl_hl,FLOWDIR,-1,-1,RH26Dm_hl,FLOWDIR,-1,-1,RH26Dn_hl,FLOWDIR,-1,-1,RH26Do_hl,FLOWDIR,-1,-1,RH26Dp_hl,FLOWDIR,-1,-1,RH26Dq_hl,FLOWDIR,-1,-1,RH26Dr_hl,FLOWDIR,-1,-1,RH26Ds_hl,FLOWDIR,-1,-1,RH26Dt_hl,FLOWDIR,-1,-1,RH26Du_hl,FLOWDIR,-1,-1,RH26Dv_hl,FLOWDIR,-1,-1,RH26Dw_hl,FLOWDIR,-1,-1,RH26Dx_hl,FLOWDIR,-1,-1,RH26Dy_hl,FLOWDIR,-1,-1,RH26Dz_hl,FLOWDIR,-1,-1;ENABLED 'ENABLED' true true false 6 Long 0 6 ,First,#,RH26Aa_hl,ENABLED,-1,-1,RH26Ab_hl,ENABLED,-1,-1,RH26Ac_hl,ENABLED,-1,-1,RH26Ba_hl,ENABLED,-1,-1,RH26Bb_hl,ENABLED,-1,-1,RH26Bc_hl,ENABLED,-1,-1,RH26Bd_hl,ENABLED,-1,-1,RH26Be_hl,ENABLED,-1,-1,RH26Ca_hl,ENABLED,-1,-1,RH26Cb_hl,ENABLED,-1,-1,RH26Cc_hl,ENABLED,-1,-1,RH26Cd_hl,ENABLED,-1,-1,RH26Ce_hl,ENABLED,-1,-1,RH26Cf_hl,ENABLED,-1,-1,RH26Cg_hl,ENABLED,-1,-1,RH26Ch_hl,ENABLED,-1,-1,RH26Ci_hl,ENABLED,-1,-1,RH26Cj_hl,ENABLED,-1,-1,RH26Ck_hl,ENABLED,-1,-1,RH26Da_hl,ENABLED,-1,-1,RH26Db_hl,ENABLED,-1,-1,RH26Dc_hl,ENABLED,-1,-1,RH26Dd_hl,ENABLED,-1,-1,RH26De_hl,ENABLED,-1,-1,RH26Df_hl,ENABLED,-1,-1,RH26Dg_hl,ENABLED,-1,-1,RH26Dh_hl,ENABLED,-1,-1,RH26Di_hl,ENABLED,-1,-1,RH26Dj_hl,ENABLED,-1,-1,RH26Dk_hl,ENABLED,-1,-1,RH26Dl_hl,ENABLED,-1,-1,RH26Dm_hl,ENABLED,-1,-1,RH26Dn_hl,ENABLED,-1,-1,RH26Do_hl,ENABLED,-1,-1,RH26Dp_hl,ENABLED,-1,-1,RH26Dq_hl,ENABLED,-1,-1,RH26Dr_hl,ENABLED,-1,-1,RH26Ds_hl,ENABLED,-1,-1,RH26Dt_hl,ENABLED,-1,-1,RH26Du_hl,ENABLED,-1,-1,RH26Dv_hl,ENABLED,-1,-1,RH26Dw_hl,ENABLED,-1,-1,RH26Dx_hl,ENABLED,-1,-1,RH26Dy_hl,ENABLED,-1,-1,RH26Dz_hl,ENABLED,-1,-1;DESC_ENABL 'DESC_ENABL' true true false 2 Text 0 0 ,First,#,RH26Aa_hl,DESC_ENABL,-1,-1,RH26Ab_hl,DESC_ENABL,-1,-1,RH26Ac_hl,DESC_ENABL,-1,-1,RH26Ba_hl,DESC_ENABL,-1,-1,RH26Bb_hl,DESC_ENABL,-1,-1,RH26Bc_hl,DESC_ENABL,-1,-1,RH26Bd_hl,DESC_ENABL,-1,-1,RH26Be_hl,DESC_ENABL,-1,-1,RH26Ca_hl,DESC_ENABL,-1,-1,RH26Cb_hl,DESC_ENABL,-1,-1,RH26Cc_hl,DESC_ENABL,-1,-1,RH26Cd_hl,DESC_ENABL,-1,-1,RH26Ce_hl,DESC_ENABL,-1,-1,RH26Cf_hl,DESC_ENABL,-1,-1,RH26Cg_hl,DESC_ENABL,-1,-1,RH26Ch_hl,DESC_ENABL,-1,-1,RH26Ci_hl,DESC_ENABL,-1,-1,RH26Cj_hl,DESC_ENABL,-1,-1,RH26Ck_hl,DESC_ENABL,-1,-1,RH26Da_hl,DESC_ENABL,-1,-1,RH26Db_hl,DESC_ENABL,-1,-1,RH26Dc_hl,DESC_ENABL,-1,-1,RH26Dd_hl,DESC_ENABL,-1,-1,RH26De_hl,DESC_ENABL,-1,-1,RH26Df_hl,DESC_ENABL,-1,-1,RH26Dg_hl,DESC_ENABL,-1,-1,RH26Dh_hl,DESC_ENABL,-1,-1,RH26Di_hl,DESC_ENABL,-1,-1,RH26Dj_hl,DESC_ENABL,-1,-1,RH26Dk_hl,DESC_ENABL,-1,-1,RH26Dl_hl,DESC_ENABL,-1,-1,RH26Dm_hl,DESC_ENABL,-1,-1,RH26Dn_hl,DESC_ENABL,-1,-1,RH26Do_hl,DESC_ENABL,-1,-1,RH26Dp_hl,DESC_ENABL,-1,-1,RH26Dq_hl,DESC_ENABL,-1,-1,RH26Dr_hl,DESC_ENABL,-1,-1,RH26Ds_hl,DESC_ENABL,-1,-1,RH26Dt_hl,DESC_ENABL,-1,-1,RH26Du_hl,DESC_ENABL,-1,-1,RH26Dv_hl,DESC_ENABL,-1,-1,RH26Dw_hl,DESC_ENABL,-1,-1,RH26Dx_hl,DESC_ENABL,-1,-1,RH26Dy_hl,DESC_ENABL,-1,-1,RH26Dz_hl,DESC_ENABL,-1,-1;CALI_REPR 'CALI_REPR' true true false 11 Double 0 11 ,First,#,RH26Aa_hl,CALI_REPR,-1,-1,RH26Ab_hl,CALI_REPR,-1,-1,RH26Ac_hl,CALI_REPR,-1,-1,RH26Ba_hl,CALI_REPR,-1,-1,RH26Bb_hl,CALI_REPR,-1,-1,RH26Bc_hl,CALI_REPR,-1,-1,RH26Bd_hl,CALI_REPR,-1,-1,RH26Be_hl,CALI_REPR,-1,-1,RH26Ca_hl,CALI_REPR,-1,-1,RH26Cb_hl,CALI_REPR,-1,-1,RH26Cc_hl,CALI_REPR,-1,-1,RH26Cd_hl,CALI_REPR,-1,-1,RH26Ce_hl,CALI_REPR,-1,-1,RH26Cf_hl,CALI_REPR,-1,-1,RH26Cg_hl,CALI_REPR,-1,-1,RH26Ch_hl,CALI_REPR,-1,-1,RH26Ci_hl,CALI_REPR,-1,-1,RH26Cj_hl,CALI_REPR,-1,-1,RH26Ck_hl,CALI_REPR,-1,-1,RH26Da_hl,CALI_REPR,-1,-1,RH26Db_hl,CALI_REPR,-1,-1,RH26Dc_hl,CALI_REPR,-1,-1,RH26Dd_hl,CALI_REPR,-1,-1,RH26De_hl,CALI_REPR,-1,-1,RH26Df_hl,CALI_REPR,-1,-1,RH26Dg_hl,CALI_REPR,-1,-1,RH26Dh_hl,CALI_REPR,-1,-1,RH26Di_hl,CALI_REPR,-1,-1,RH26Dj_hl,CALI_REPR,-1,-1,RH26Dk_hl,CALI_REPR,-1,-1,RH26Dl_hl,CALI_REPR,-1,-1,RH26Dm_hl,CALI_REPR,-1,-1,RH26Dn_hl,CALI_REPR,-1,-1,RH26Do_hl,CALI_REPR,-1,-1,RH26Dp_hl,CALI_REPR,-1,-1,RH26Dq_hl,CALI_REPR,-1,-1,RH26Dr_hl,CALI_REPR,-1,-1,RH26Ds_hl,CALI_REPR,-1,-1,RH26Dt_hl,CALI_REPR,-1,-1,RH26Du_hl,CALI_REPR,-1,-1,RH26Dv_hl,CALI_REPR,-1,-1,RH26Dw_hl,CALI_REPR,-1,-1,RH26Dx_hl,CALI_REPR,-1,-1,RH26Dy_hl,CALI_REPR,-1,-1,RH26Dz_hl,CALI_REPR,-1,-1"
DefineProjection C:\erik2010\red_hidrologica\RH26.shp GEOGCS['GCS_ITRF_1992',DATUM['D_ITRF_1992',SPHEROID['GRS_1980',6378137.0,298.257222101]],PRIMEM['Greenwich',0.0],UNIT['Degree',0.0174532925199433]] C:\erik2010\red_hidrologica\RH26.shp
CopyFeatures C:\erik2010\red_hidrologica\RH26.shp "Database Connections\Connection to dgeiadb.sde\INEGI.REDHIDROLOGICA\INEGI.RH26" INEGI 50000 0 0
PairwiseClip Red_hidrografica_26 MunicipiosdeclaradosderestauraciónecológicadelapresaEndhó_ExportFeatures C:\ERIK2024\SEMARNAT\RioTula\VariasProyectoModf.gdb\CorrientesRioTula #
CorrientesRioTula
002
2566035.140000
2936791.890000
788705.280000
1326466.590000
1
file://\\410-M-D3-83FKL\C$\ERIK2024\SEMARNAT\RioTula\VariasProyectoModf.gdb
Local Area Network
Projected
ITRF92
Linear Unit: Meter (1.000000)
Conica Conforme de Lambert
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150000000
5000
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