{"id":13297,"date":"2025-12-01T17:46:48","date_gmt":"2025-12-01T17:46:48","guid":{"rendered":"https:\/\/www.synthetex.com\/esclusa-y-presa-de-emsworth-estabilizacion-del-estribo-izquierdo-del-canal-trasero-y-proteccion-contra-la-socavacion\/"},"modified":"2026-06-01T08:42:30","modified_gmt":"2026-06-01T08:42:30","slug":"esclusa-y-presa-de-emsworth-estabilizacion-del-estribo-izquierdo-del-canal-trasero-y-proteccion-contra-la-socavacion","status":"publish","type":"post","link":"https:\/\/www.synthetex.com\/es\/esclusa-y-presa-de-emsworth-estabilizacion-del-estribo-izquierdo-del-canal-trasero-y-proteccion-contra-la-socavacion\/","title":{"rendered":"Esclusa y Presa de Emsworth, Estabilizaci\u00f3n del Estribo Izquierdo del Canal Trasero y Protecci\u00f3n contra la Socavaci\u00f3n"},"content":{"rendered":"<p><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 fusion-flex-container has-pattern-background has-mask-background nonhundred-percent-fullwidth 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style=\"--awb-bg-size:cover;--awb-width-large:50%;--awb-margin-top-large:10px;--awb-spacing-right-large:3.84%;--awb-margin-bottom-large:10px;--awb-spacing-left-large:3.84%;--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-title title fusion-title-1 fusion-sep-none fusion-title-text fusion-title-size-one\" style=\"--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-font-size:40px;\"><h1 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"font-family:&quot;Rajdhani&quot;;font-style:normal;font-weight:600;margin:0;text-transform:uppercase;font-size:1em;--fontSize:40;line-height:1;\"><h1>Esclusa y Presa de Emsworth, Estabilizaci\u00f3n del Estribo Izquierdo del Canal Trasero y Protecci\u00f3n contra la Socavaci\u00f3n<\/h1><\/h1><\/div><div class=\"fusion-separator\" style=\"align-self: flex-start;margin-right:auto;width:100%;max-width:20%;\"><\/div><div class=\"fusion-title title fusion-title-2 fusion-sep-none fusion-title-text fusion-title-size-four\" style=\"--awb-margin-top-small:0px;--awb-margin-right-small:0px;--awb-margin-bottom-small:20px;--awb-margin-left-small:0px;--awb-font-size:20px;\"><h4 class=\"fusion-title-heading title-heading-left fusion-responsive-typography-calculated\" style=\"font-family:&quot;Rajdhani&quot;;font-style:normal;font-weight:600;margin:0;text-transform:uppercase;font-size:1em;--fontSize:20;--minFontSize:20;line-height:1.67;\">Condado de Allegheny, Pensilvania, EE.UU.<\/h4><\/div><div class=\"fusion-text fusion-text-1\" style=\"--awb-font-size:15px;--awb-text-font-family:&quot;Roboto&quot;;--awb-text-font-style:normal;--awb-text-font-weight:400;\"><div class=\"av-special-heading av-jy08mg3k-b644141b9baeae954f5f0ed6133ace37 av-special-heading-h3 blockquote modern-quote avia-builder-el-5 el_after_av_hr el_before_av_textblock \">\n<p>Las esclusas y presas de Emsworth est\u00e1n situadas en el r\u00edo Ohio, inmediatamente aguas abajo de la ciudad de Pittsburgh, Pensilvania. La presa del canal posterior y las esclusas est\u00e1n situadas en la isla de Neville, Pensilvania, en el km 6,4 del r\u00edo. La longitud de la presa es de 293 m (960 pies) y la profundidad del agua supera los 9 m (30 pies).  <\/p>\n<p>En condiciones de bajo caudal, la p\u00e9rdida de los estanques de los r\u00edos Ohio, Monongahela y Allegany, en el punto de Pittsburgh, interrumpir\u00eda toda navegaci\u00f3n. Los cargadores que utilizaban Emsworth hab\u00edan calculado que la p\u00e9rdida de la presa aumentar\u00eda los costes de transporte en 130 millones de d\u00f3lares anuales. <\/p>\n<p>El contrato W911WN08B0007 del Cuerpo de Ingenieros del Ej\u00e9rcito de EE.UU., de 32 millones de d\u00f3lares, se adjudic\u00f3 a Trumbull Construction en julio de 2008. Synthetex se incorpor\u00f3 al proyecto, trabajando en estrecha colaboraci\u00f3n con el Cuerpo de Ingenieros del Ej\u00e9rcito de EE.UU. y Bergmann Associates en el dise\u00f1o de encofrados para el vaciado subacu\u00e1tico de unidades de armadura para los faldones de socavaci\u00f3n de los canales principal y posterior de las esclusas y presas de Emsworth. Las unidades de armadura de hormig\u00f3n ten\u00edan tama\u00f1os de hasta 32 pies x 18 pies x 6 pies y pesos superiores a 15000 libras cada una. Antes de la instalaci\u00f3n de la protecci\u00f3n antiincrustante de bolsas de hormig\u00f3n HYDROCAST\u00ae aguas abajo de la presa, hab\u00eda agujeros antiincrustantes de 3,0 m (10 pies) de profundidad y el 65% de la protecci\u00f3n antiincrustante de piedra existente estaba en un estado fallido. Debido al estado de extrema corrosi\u00f3n de las compuertas de la presa, el fallo de cualquiera de las siete compuertas elevadoras probablemente provocar\u00eda el fallo de una parte del cuenco amortiguador y posiblemente socavar\u00eda la presa. La presa hab\u00eda sido clasificada como Acci\u00f3n de Seguridad de Presas de Clase 1, urgente y apremiante.     <\/p>\n<p>Las medidas de protecci\u00f3n contra la socavaci\u00f3n consistieron en nivelar, colocar piedra de asiento e instalar <a href=\"https:\/\/www.synthetex.com\/hydrotex-grout-bags\/\">sacos rellenos de hormig\u00f3n HYDROTEX\u00ae<\/a> aguas abajo de la presa existente para seis bah\u00edas individuales. Durante el proyecto, se colocaron aproximadamente 7600 m\u00b3 (10000 yd\u00b3) de hormig\u00f3n en m\u00e1s de 200 unidades de armadura individuales sin p\u00e9rdida de tiempo durante m\u00e1s de tres a\u00f1os. <\/p>\n<\/div>\n<\/div>\n<div class=\"table-1\">\n<p>&nbsp;<\/p>\n<table style=\"border-collapse: collapse;width: 100%;height: 82px\">\n<tbody>\n<tr style=\"height: 24px\">\n<td style=\"width: 50%;height: 24px\"><span style=\"font-size: 12pt\">Propietario:<br \/><\/span><\/td>\n<td class=\"\" style=\"width: 49.9099%\"><span style=\"font-size: 12pt\">Cuerpo de Ingenieros del Ej\u00e9rcito de EE.UU.<\/span><\/td>\n<\/tr>\n<tr class=\"\">\n<td class=\"\" style=\"width: 50%\"><span style=\"font-size: 12pt\">Ingeniero:<\/span><\/td>\n<td class=\"\" style=\"width: 49.9099%\"><span style=\"font-size: 12pt\">Cuerpo de Ingenieros del Ej\u00e9rcito de EE.UU.\/ Bergmann Associates<\/span><\/td>\n<\/tr>\n<tr class=\"\" style=\"height: 24px\">\n<td class=\"\" style=\"width: 50%;height: 24px\"><span style=\"font-size: 12pt\">Contratista:Dragados USA<\/span><\/td>\n<td class=\"\" style=\"width: 49.9099%\"><span style=\"font-size: 12pt\">Construcci\u00f3n Trumbull<\/span><\/td>\n<\/tr>\n<tr class=\"\" style=\"height: 10px\">\n<td class=\"\" style=\"width: 50%;height: 10px\"><span style=\"font-size: 12pt\">Instalaci\u00f3n:<\/span><\/td>\n<td class=\"\" style=\"width: 49.9099%\"><span style=\"font-size: 12pt\">2008 &#8211; 2014<\/span><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%\" align=\"left\"><span style=\"font-size: 12pt\">Productos:<\/span><\/td>\n<td class=\"\" style=\"width: 49.9099%\"><span style=\"font-size: 12pt\">HYDROCAST<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<\/div><\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-3 fusion-flex-container has-pattern-background has-mask-background 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-background-color:#f2f2f2;--awb-flex-wrap:wrap;\" ><div class=\"fusion-builder-row fusion-row fusion-flex-align-items-flex-start fusion-flex-content-wrap\" style=\"max-width:1996.8px;margin-left: calc(-4% \/ 2 );margin-right: calc(-4% \/ 2 );\"><div class=\"fusion-layout-column fusion_builder_column fusion-builder-column-3 fusion_builder_column_1_1 1_1 fusion-flex-column\" style=\"--awb-bg-size:cover;--awb-width-large:100%;--awb-margin-top-large:10px;--awb-spacing-right-large:0px;--awb-margin-bottom-large:10px;--awb-spacing-left-large:0px;--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-text fusion-text-2\" style=\"--awb-content-alignment:center;--awb-margin-top:10px;\"><div id=\"av_section_5\" class=\"avia-section av-j7pej-1aa3199f2c026da80497e66164690120 main_color avia-section-large avia-no-border-styling avia-builder-el-22 el_after_av_section el_before_av_section avia-bg-style-parallax container_wrap fullsize\">\n<div class=\"container av-section-cont-open\">\n<div class=\"template-page content av-content-full alpha units\">\n<div class=\"post-entry post-entry-type-page post-entry-2402\">\n<div class=\"entry-content-wrapper clearfix\">\n<div class=\"av-special-heading av-3pb7wy-13c39bbe44c435aae1df6aa905ba47f8 av-special-heading-h3 blockquote modern-quote modern-centered avia-builder-el-23 el_before_av_one_fourth avia-builder-el-first \">\n<h3 class=\"av-special-heading-tag\"><span style=\"font-size: 20pt;font-family: Rajdhani;font-weight: 600\" data-fusion-font=\"true\" data-fusion-google-font=\"Rajdhani\" data-fusion-google-variant=\"600\">Ahorra dinero, recursos y tiempo en tu pr\u00f3ximo proyecto de control de la erosi\u00f3n. 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