{"id":12193,"date":"2024-10-03T15:52:29","date_gmt":"2024-10-03T22:52:29","guid":{"rendered":"https:\/\/elmontgomery.com\/?p=12193"},"modified":"2024-10-04T16:06:10","modified_gmt":"2024-10-04T23:06:10","slug":"coupling-subsidence-and-groundwater-level-management-targets-with-numerical-models-for-sustainability-planning","status":"publish","type":"post","link":"https:\/\/elmontgomery.com\/es\/hydro-notes\/coupling-subsidence-and-groundwater-level-management-targets-with-numerical-models-for-sustainability-planning\/","title":{"rendered":"Combinaci\u00f3n de objetivos de gesti\u00f3n de subsidencia y niveles de agua subterr\u00e1nea con modelos num\u00e9ricos para la planificaci\u00f3n de la sostenibilidad"},"content":{"rendered":"<div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\" style=\"--awb-border-radius-top-left:0px;--awb-border-radius-top-right:0px;--awb-border-radius-bottom-right:0px;--awb-border-radius-bottom-left:0px;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1248px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-0 fusion_builder_column_3_5 3_5 fusion-flex-column\" style=\"--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:60%;--awb-margin-top-large:0px;--awb-spacing-right-large:4.2666666666667%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:3.2%;--awb-width-medium:60%;--awb-spacing-right-medium:4.2666666666667%;--awb-spacing-left-medium:3.2%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-1\"><p>La Ley de Gesti\u00f3n Sostenible de las Aguas Subterr\u00e1neas de California (SGMA), ahora en su d\u00e9cima<sup>el<\/sup> El a\u00f1o pasado, la gesti\u00f3n de las aguas subterr\u00e1neas cambi\u00f3 en todo el estado. Se formaron las Agencias de Sostenibilidad de las Aguas Subterr\u00e1neas (GSA, por sus siglas en ingl\u00e9s) para desarrollar e implementar Planes de Sostenibilidad de las Aguas Subterr\u00e1neas (GSP, por sus siglas en ingl\u00e9s). Una secci\u00f3n obligatoria de un GSP son los Criterios de Gesti\u00f3n Sostenible (SMC, por sus siglas en ingl\u00e9s), que identifican los umbrales m\u00ednimos, los objetivos mensurables, los hitos intermedios y los resultados no deseados para cada indicador de sostenibilidad aplicable. Uno de los indicadores de sostenibilidad m\u00e1s desafiantes es la gesti\u00f3n de los hundimientos.<\/p>\n<p>Montgomery &amp; Associates ha preparado o ayudado a preparar planes de sustentabilidad en 20 cuencas y se ha especializado en indicadores de sustentabilidad y de gesti\u00f3n de la subsidencia. En el caso de la subcuenca de Kaweah, que est\u00e1 desarrollando enfoques para minimizar la subsidencia como parte de la implementaci\u00f3n de su plan de sustentabilidad, M&amp;A dirigi\u00f3 un an\u00e1lisis de subsidencia utilizando un m\u00e9todo novedoso para vincular la subsidencia y los objetivos de gesti\u00f3n del nivel de las aguas subterr\u00e1neas y evaluar c\u00f3mo los proyectos y las acciones de gesti\u00f3n pueden lograr los objetivos.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-1 fusion_builder_column_2_5 2_5 fusion-flex-column\" style=\"--awb-padding-bottom:-10px;--awb-bg-size:cover;--awb-width-large:40%;--awb-margin-top-large:0px;--awb-spacing-right-large:4.8%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:0%;--awb-width-medium:40%;--awb-order-medium:0;--awb-spacing-right-medium:4.8%;--awb-spacing-left-medium:0%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-reading-box-container reading-box-container-1\" style=\"--awb-title-color:var(--awb-color6);--awb-title-font-size:28px;--awb-margin-top:0px;--awb-margin-bottom:10px;\"><div class=\"reading-box\" style=\"background-color:var(--awb-color2);border-width:0px;border-color:rgba(226,226,226,0);border-bottom-width:3px;border-bottom-color:var(--primary_color);border-style:solid;padding-top:10px;padding-bottom:10px;\"><h2>La importancia del hundimiento residual<\/h2><div class=\"reading-box-additional fusion-reading-box-additional\">\n<p>El hundimiento puede continuar incluso mientras los niveles de agua subterr\u00e1nea se estabilizan o aumentan. El hundimiento retardado, com\u00fanmente conocido como hundimiento residual, ocurre debido a un retraso en el equilibrio de la presi\u00f3n de poro de capas de arcilla gruesas y de baja conductividad. Es casi seguro que algunas partes del Valle de San Joaqu\u00edn seguir\u00e1n hundi\u00e9ndose durante d\u00e9cadas despu\u00e9s de que los niveles de agua subterr\u00e1nea se estabilicen debido al hundimiento residual. El hundimiento futuro podr\u00eda minimizarse, pero requerir\u00e1 un esfuerzo significativo y coordinado a nivel regional para recargar los acu\u00edferos profundos y reducir el bombeo de agua subterr\u00e1nea en las \u00e1reas m\u00e1s cr\u00edticas.<\/p>\n<\/div><div class=\"fusion-clearfix\"><\/div><\/div><svg style=\"opacity:0.7;\" xmlns=\"http:\/\/www.w3.org\/2000\/svg\" version=\"1.1\" width=\"100%\" viewbox=\"0 0 600 28\" preserveaspectratio=\"none\"><g clip-path=\"url(#a)\"><mask id=\"b\" style=\"mask-type:luminance\" maskunits=\"userSpaceOnUse\" x=\"0\" y=\"0\" width=\"600\" height=\"28\"><path d=\"M0 0h600v28H0V0Z\" fill=\"#fff\"\/><\/mask><g filter=\"url(#c)\" mask=\"url(#b)\"><path d=\"M16.439-18.667h567.123v30.8S438.961-8.4 300-8.4C161.04-8.4 16.438 12.133 16.438 12.133v-30.8Z\" fill=\"#000\"\/><\/g><\/g><defs><clippath id=\"a\"><path fill=\"#fff\" d=\"M0 0h600v28H0z\"\/><\/clippath><filter id=\"c\" x=\"5.438\" y=\"-29.667\" width=\"589.123\" height=\"52.8\" filterunits=\"userSpaceOnUse\" color-interpolation-filters=\"sRGB\"><feflood flood-opacity=\"0\" result=\"BackgroundImageFix\"\/><feblend in=\"SourceGraphic\" in2=\"BackgroundImageFix\" result=\"shape\"\/><fegaussianblur stddeviation=\"5.5\" result=\"effect1_foregroundBlur_3983_183\"\/><\/filter><\/defs><\/svg><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-2 fusion_builder_column_1_3 1_3 fusion-flex-column\" style=\"--awb-padding-right:19px;--awb-padding-bottom:-30px;--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:33.333333333333%;--awb-margin-top-large:0px;--awb-spacing-right-large:0%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:5.76%;--awb-width-medium:33.333333333333%;--awb-spacing-right-medium:0%;--awb-spacing-left-medium:5.76%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-2\"><p>La sobreexplotaci\u00f3n de las aguas subterr\u00e1neas en el acu\u00edfero inferior debajo de la arcilla Corcoran, extensa a nivel regional, es la causa principal del hundimiento en la subcuenca Kaweah (Lees <em>y otros.<\/em>, 2022). El hundimiento se ha acelerado en gran parte de la regi\u00f3n en las \u00faltimas dos d\u00e9cadas debido a la sobreexplotaci\u00f3n continua, en particular durante las sequ\u00edas de 2012-2015 y 2020-2022. Incluso en a\u00f1os h\u00famedos, cuando hay cierta recuperaci\u00f3n del nivel de las aguas subterr\u00e1neas, el hundimiento residual hace que la tierra siga hundi\u00e9ndose. Los datos recopilados por el Departamento de Recursos H\u00eddricos de California (DWR) muestran que el \u00e1rea alrededor de la subcuenca de Kaweah ha tenido las tasas de hundimiento m\u00e1s altas del estado desde 2015, superando ocasionalmente<br \/>\n1 pie\/a\u00f1o.<\/p>\n<p>Para minimizar el hundimiento, las GSA de la subcuenca de Kaweah deben gestionar los niveles de agua subterr\u00e1nea debajo de la arcilla de Corcoran en funci\u00f3n de los impactos futuros estimados del hundimiento. M&amp;A estableci\u00f3 objetivos de hundimiento a trav\u00e9s de una serie de an\u00e1lisis t\u00e9cnicos que vinculan el hundimiento con los niveles de agua subterr\u00e1nea proyectados:<\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-3 fusion_builder_column_3_5 3_5 fusion-flex-column\" style=\"--awb-padding-left:76.988px;--awb-bg-size:cover;--awb-width-large:60%;--awb-margin-top-large:50px;--awb-spacing-right-large:0%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:6.08%;--awb-width-medium:60%;--awb-order-medium:0;--awb-spacing-right-medium:0%;--awb-spacing-left-medium:6.08%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-center fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\"fusion-imageframe imageframe-none imageframe-1 hover-type-none\"><img decoding=\"async\" width=\"733\" height=\"703\" title=\"Mapas de CA\" src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps.png\" data-orig-src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps.png\" alt class=\"lazyload img-responsive wp-image-12203\" srcset=\"data:image\/svg+xml,%3Csvg%20xmlns%3D%27http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg%27%20width%3D%27733%27%20height%3D%27703%27%20viewBox%3D%270%200%20733%20703%27%3E%3Crect%20width%3D%27733%27%20height%3D%27703%27%20fill-opacity%3D%220%22%2F%3E%3C%2Fsvg%3E\" data-srcset=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps-200x192.png 200w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps-400x384.png 400w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps-600x575.png 600w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/CA-maps.png 733w\" data-sizes=\"auto\" data-orig-sizes=\"(max-width: 640px) 100vw, 733px\" \/><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-4 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-overflow:hidden;--awb-bg-size:cover;--awb-box-shadow: 0px 0px ;;--awb-border-radius:2px 2px 2px 2px;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:46px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\"fusion-imageframe imageframe-none imageframe-2 hover-type-none\"><img decoding=\"async\" width=\"1024\" height=\"771\" title=\"Proceso de 4 pasos\" src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1.png\" data-orig-src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1-1024x771.png\" alt class=\"lazyload img-responsive wp-image-12218\" srcset=\"data:image\/svg+xml,%3Csvg%20xmlns%3D%27http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg%27%20width%3D%271131%27%20height%3D%27852%27%20viewBox%3D%270%200%201131%20852%27%3E%3Crect%20width%3D%271131%27%20height%3D%27852%27%20fill-opacity%3D%220%22%2F%3E%3C%2Fsvg%3E\" data-srcset=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1-200x151.png 200w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1-400x301.png 400w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1-600x452.png 600w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1-800x603.png 800w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/4-step-process-1.png 1131w\" data-sizes=\"auto\" data-orig-sizes=\"(max-width: 640px) 100vw, 1024px\" \/><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-5 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-3\"><p>El modelo acoplado de flujo de agua subterr\u00e1nea y el modelo de subsidencia 1-D identifican las acciones necesarias para lograr la sostenibilidad en una variedad de escenarios futuros. Los resultados confirman que es posible lograr el nivel de agua subterr\u00e1nea y la subsidencia SMC en la subcuenca de Kaweah con acciones agresivas. Los modelos proyectan que el bombeo futuro del acu\u00edfero inferior, especialmente de pozos de suministro profundos, debe restringirse para evitar la sobreexplotaci\u00f3n en el acu\u00edfero inferior. Las GSA est\u00e1n utilizando el an\u00e1lisis para asesorar a los socios locales y regionales sobre la necesidad de desarrollar r\u00e1pidamente opciones alternativas para minimizar y desacelerar la subsidencia.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-6 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:0%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.456%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:0%;--awb-spacing-left-medium:3.456%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\"fusion-imageframe imageframe-none imageframe-3 hover-type-none\"><img decoding=\"async\" width=\"800\" height=\"618\" title=\"Subsidencia prevista de 2020 a 2040: norma de 9 pies y m\u00e1xima de 7 pies, 20240923\" src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-scaled.jpg\" data-orig-src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-800x618.jpg\" alt class=\"lazyload img-responsive wp-image-12207\" srcset=\"data:image\/svg+xml,%3Csvg%20xmlns%3D%27http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg%27%20width%3D%272560%27%20height%3D%271978%27%20viewBox%3D%270%200%202560%201978%27%3E%3Crect%20width%3D%272560%27%20height%3D%271978%27%20fill-opacity%3D%220%22%2F%3E%3C%2Fsvg%3E\" data-srcset=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-200x155.jpg 200w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-400x309.jpg 400w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-600x464.jpg 600w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-800x618.jpg 800w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/2020to2040PredictedSubsidence_Norm9ft_Max7ft_20240923-1200x927.jpg 1200w\" data-sizes=\"auto\" data-orig-sizes=\"(max-width: 640px) 100vw, 600px\" \/><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-7 fusion_builder_column_1_2 1_2 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:0px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:3.84%;--awb-width-medium:50%;--awb-order-medium:0;--awb-spacing-right-medium:3.84%;--awb-spacing-left-medium:3.84%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\"fusion-imageframe imageframe-none imageframe-4 hover-type-none\"><img decoding=\"async\" width=\"600\" height=\"645\" title=\"Parcelas\" src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots.png\" data-orig-src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots-600x645.png\" alt class=\"lazyload img-responsive wp-image-12204\" srcset=\"data:image\/svg+xml,%3Csvg%20xmlns%3D%27http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg%27%20width%3D%27765%27%20height%3D%27823%27%20viewBox%3D%270%200%20765%20823%27%3E%3Crect%20width%3D%27765%27%20height%3D%27823%27%20fill-opacity%3D%220%22%2F%3E%3C%2Fsvg%3E\" data-srcset=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots-200x215.png 200w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots-400x430.png 400w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots-600x645.png 600w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/plots.png 765w\" data-sizes=\"auto\" data-orig-sizes=\"(max-width: 640px) 100vw, 600px\" \/><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-8 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-padding-top:0px;--awb-padding-right:250px;--awb-padding-left:270px;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:20px;--awb-spacing-left-large:0%;--awb-width-medium:100%;--awb-order-medium:0;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:0%;--awb-width-small:100%;--awb-order-small:0;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-column-has-shadow fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-image-element\" style=\"text-align:center;--awb-caption-title-font-family:var(--h2_typography-font-family);--awb-caption-title-font-weight:var(--h2_typography-font-weight);--awb-caption-title-font-style:var(--h2_typography-font-style);--awb-caption-title-size:var(--h2_typography-font-size);--awb-caption-title-transform:var(--h2_typography-text-transform);--awb-caption-title-line-height:var(--h2_typography-line-height);--awb-caption-title-letter-spacing:var(--h2_typography-letter-spacing);\"><span class=\"fusion-imageframe imageframe-none imageframe-5 hover-type-none\"><img decoding=\"async\" width=\"800\" height=\"562\" title=\"Nivel del agua\" src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level.png\" data-orig-src=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level-800x562.png\" alt class=\"lazyload img-responsive wp-image-12205\" srcset=\"data:image\/svg+xml,%3Csvg%20xmlns%3D%27http%3A%2F%2Fwww.w3.org%2F2000%2Fsvg%27%20width%3D%271010%27%20height%3D%27709%27%20viewBox%3D%270%200%201010%20709%27%3E%3Crect%20width%3D%271010%27%20height%3D%27709%27%20fill-opacity%3D%220%22%2F%3E%3C%2Fsvg%3E\" data-srcset=\"https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level-200x140.png 200w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level-400x281.png 400w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level-600x421.png 600w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level-800x562.png 800w, https:\/\/elmontgomery.com\/wp-content\/uploads\/2024\/10\/Water-level.png 1010w\" data-sizes=\"auto\" data-orig-sizes=\"(max-width: 640px) 100vw, 800px\" \/><\/span><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-9 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-4\"><p>Adem\u00e1s de ayudar a las GSA que buscan evaluar y minimizar el hundimiento de sus cuencas, los profesionales de M&amp;A pueden utilizar sus habilidades expertas en modelado y an\u00e1lisis de datos para una variedad de proyectos de hidrogeolog\u00eda y gesti\u00f3n del agua. Ofrecemos el equipo de modelado de aguas subterr\u00e1neas m\u00e1s grande y con m\u00e1s experiencia en el oeste de los Estados Unidos, con 20 profesionales que dominan una variedad de c\u00f3digos num\u00e9ricos de flujo y transporte de aguas subterr\u00e1neas. Nuestros modelos predictivos pueden incorporar incertidumbres futuras, como el cambio clim\u00e1tico o la demanda futura estimada de agua urbana y agr\u00edcola a trav\u00e9s de escenarios o simulaciones probabil\u00edsticas. A menudo utilizamos modelos geol\u00f3gicos en 3D para desarrollar datos de entrada y presentar resultados de una manera que sea accesible para las partes interesadas del proyecto. Nuestros expertos en SGMA son expertos en comunicar resultados de modelado complejos a las GSA y las partes interesadas para respaldar la toma de decisiones a largo plazo para la gesti\u00f3n sostenible de las aguas subterr\u00e1neas.<\/p>\n<\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-10 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:10px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:10px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-5 fusion-text-no-margin\" style=\"--awb-margin-bottom:30px;\"><p><b>Referencias<\/b><\/p>\n<p>DWR, 2023. Condiciones de las aguas subterr\u00e1neas de California: actualizaci\u00f3n semestral. Abril de 2023.<\/p>\n<p>Lees, M., Knight, R. y Smith, R. 2022. Desarrollo y aplicaci\u00f3n de un modelo de compactaci\u00f3n 1-D para comprender 65 a\u00f1os de subsidencia en el valle de San Joaqu\u00edn. Investigaci\u00f3n de recursos h\u00eddricos, <a href=\"https:\/\/agupubs.onlinelibrary.wiley.com\/doi\/10.1029\/2021WR031390\" target=\"_blank\" rel=\"noopener noreferrer\" data-no-translation=\"\">https:\/\/agupubs.onlinelibrary.wiley.com\/doi\/10.1029\/2021WR031390<\/a><\/p>\n<\/div><div class=\"fusion-separator fusion-full-width-sep\" style=\"align-self: center;margin-left: auto;margin-right: auto;width:100%;\"><div class=\"fusion-separator-border sep-shadow\" style=\"--awb-height:20px;--awb-amount:20px;background:radial-gradient(ellipse at 50% -50% , var(--awb-color6) 0px, rgba(255, 255, 255, 0) 80%) repeat scroll 0 0 rgba(0, 0, 0, 0);background:-webkit-radial-gradient(ellipse at 50% -50% , var(--awb-color6) 0px, rgba(255, 255, 255, 0) 80%) repeat scroll 0 0 rgba(0, 0, 0, 0);background:-moz-radial-gradient(ellipse at 50% -50% , var(--awb-color6) 0px, rgba(255, 255, 255, 0) 80%) repeat scroll 0 0 rgba(0, 0, 0, 0);background:-o-radial-gradient(ellipse at 50% -50% , var(--awb-color6) 0px, rgba(255, 255, 255, 0) 80%) repeat scroll 0 0 rgba(0, 0, 0, 0);\"><\/div><\/div><\/div><\/div><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-11 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-padding-top:10px;--awb-padding-bottom:10px;--awb-bg-blend:overlay;--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:0px;--awb-spacing-right-large:1.92%;--awb-margin-bottom-large:0px;--awb-spacing-left-large:1.92%;--awb-width-medium:100%;--awb-spacing-right-medium:1.92%;--awb-spacing-left-medium:1.92%;--awb-width-small:100%;--awb-spacing-right-small:1.92%;--awb-spacing-left-small:1.92%;\"><div class=\"fusion-column-wrapper fusion-flex-justify-content-flex-start fusion-content-layout-column\"><div class=\"fusion-text fusion-text-6\" style=\"--awb-margin-top:30px;\"><p><strong>Sobre los autores<\/strong><\/p>\n<p><i><a href=\"https:\/\/elmontgomery.com\/staff-bio\/pete-dennehy\/\" data-no-translation=\"\">Pete Dennehy, P.G., C.Hg.<\/a>, es un hidroge\u00f3logo s\u00e9nior en la oficina de Sacramento de M&amp;A. Ha brindado an\u00e1lisis t\u00e9cnicos y gesti\u00f3n de proyectos en varios proyectos GSP de M&amp;A.<\/i><\/p>\n<p><i><a href=\"https:\/\/elmontgomery.com\/staff-bio\/derrik-williams\/\" data-no-translation=\"\">Derrik Williams, P.G., C.Hg.<\/a>, es hidroge\u00f3logo principal en la oficina de M&amp;A en San Luis Obispo. Trabaj\u00f3 en estrecha colaboraci\u00f3n con el Departamento de Recursos H\u00eddricos de California para desarrollar el proceso de implementaci\u00f3n de la SGMA del estado y ha supervisado el trabajo de M&amp;A en varios GSP.<\/i><\/p>\n<\/div><\/div><\/div><\/div><\/div>","protected":false},"excerpt":{"rendered":"","protected":false},"author":4,"featured_media":12209,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[6],"tags":[],"class_list":["post-12193","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-hydro-notes"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Coupling Subsidence and Groundwater Level Management Targets with Numerical Models for Sustainability Planning - Montgomery &amp; Associates<\/title>\n<meta name=\"description\" content=\"M&amp;A couples subsidence with groundwater level management targets using numerical models for sustainability planning. 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