Implementación con éxito de la ASR en acuíferos basálticos en el Noroeste de los Estados Unidos

Autores/as

  • L. Eaton GSI Water Solutions, Inc.
  • J. Melady GSI Water Solutions, Inc.
  • T. Tolan GSI Water Solutions, Inc.

DOI:

https://doi.org/10.21701/bolgeomin.120.2.003

Palabras clave:

almacenamiento y recuperación de acuíferos, almacenamiento de agua, ASR, CRBG, formación basáltica del río Columbia, nitrato, válvula de control en el fondo del sondeo

Resumen


A pesar de la reputación de húmeda de la zona Noroeste del Pacífico, muchas ciudades tanto al este como al oeste de la cordillera de las Cascadas, en Estados Unidos, están encontrando cada vez más dificultades para satisfacer las demandas puntuales de agua durante el verano. Los acuíferos situados al este de Oregon y Washington son la principal fuente de abastecimiento de una enorme industria agrícola, y han sufrido importantes descensos piezométricos, que han llevado al establecimiento de normas de explotación restrictivas. Por estas razones, tanto los municipios como la industria agrícola han optado por poner en marcha sistemas de almacenamiento y recuperación de acuíferos (ASR) como técnica de gestión unificada, para permitir satisfacer las demandas pico que se producen en verano. Característica exclusiva del Pacífico Noroeste es la presencia de grandes flujos basálticos de edad Mioceno que forman el Grupo Basáltico del Río Columbia (CRBG), el cual consiste en una potente y extensa capa de flujos de lava extraordinariamente grandes. Esta formación CRBG forma un extenso acuífero regional que se desarrolla entre el este del estado de Wahsington, y el este y el oeste del estado de Oregon. Los dos proyectos de ASR presentados en el presente artículo, en la ciudad de Beaverton y en las granjas de Madison, utilizan estos acuíferos par almacenar y recuperar el agua. Desde 1999, la ciudad de Beaverton, Oregon, con una población de 85.000 personas, ha instalado 3 pozos de ASR. Actualmente, se almacenan 1.700.000 m3 de agua potable tratada en los sondeos. Estos 3 pozos pueden proporcionar hasta 22,700 m3/día de capacidad máxima, lo que equivale al 35% de la demanda pico de la ciudad en verano. La óptima respuesta del acuífero desde el punto de vista hidrogeológico, así como un importante ahorro económico, han hecho del sistema de ASR de la ciudad de Beaverton un enorme éxito. Desde 2006, las granjas Madison, localizadas cerca de Echo, Oregón, y con una superficie de 71 km2 han estado utilizando el ASR para incrementar la capacidad de bombeo desde el acuífero CRBG. Sin embargo, mientras que la ciudad de Beaverton utiliza agua tratada del río para recargar el acuífero, las granjas Madison utilizan agua subterránea procedente de un acuífero aluvial muy poco profundo. El único elemento de preocupación para el sistema ASR de las granjas Madison es el nitrato, y por ello se hace una medida continua del mismo para evitar que el agua de recarga exceda de concentraciones mayores de 7 mg/l. Un medidor de nitrato está conectado a la válvula de control, instalada en el fondo del sondeo de inyección, de manera que la misma se interrumpe cuando el agua de recarga alcanza el umbral de los 7 mg/l. Los indicadores económicos de este sistema de ASR son también muy favorables si se les compara con la alternativa de traer agua para el riego a través de un sistema de tuberías desde el río Columbia desde una distancia de 22 km. Las lecciones más importantes aprendidas durante cada uno de los proyectos de ASR son las siguientes: el almacenamiento en basaltos ha tenido un éxito considerable; la mejora en el conocimiento de la hidrodinámica de los pozos y del acuífero CRBG, aunque es complicada debido a sus características geológicas únicas (interflujos tabulares, compartimentación); la colmatación por aire es un problema, pero se puede paliar mediante la instalación de válvulas de control en el fondo de los sondeos de inyección; el diseño del pozo de recarga es importante; el radón se disuelve rápidamente dentro del agua almacenada; la recarga natural de los acuíferos someros puede utilizarse para recarga acuíferos más profundos; tanto el agua superficial como el procedente de estos acuíferos superficiales han demostrado ser compatibles con el agua nativa del acuífero CRBG desde el punto de vista geoquímico; el control continuo de la recarga, junto con las válvulas de control en el fondo de los sondeos proporcionan muy buenos resultados; y el ASR ha demostrado ser una técnica de gestión de las demandas pico rentable.

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Publicado

2009-06-30

Cómo citar

Eaton, L., Melady, J., & Tolan, T. (2009). Implementación con éxito de la ASR en acuíferos basálticos en el Noroeste de los Estados Unidos. Boletín Geológico Y Minero, 120(2), 131–156. https://doi.org/10.21701/bolgeomin.120.2.003

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