{"id":19931,"date":"2026-01-02T14:03:22","date_gmt":"2026-01-02T13:03:22","guid":{"rendered":"https:\/\/www.darda.de\/?page_id=19931"},"modified":"2026-06-01T12:19:02","modified_gmt":"2026-06-01T10:19:02","slug":"dewatering-shaft-method","status":"publish","type":"page","link":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method","title":{"rendered":"Dewatering shaft method"},"content":{"rendered":"<div class=\"wissen-inhaltsbereich\">\n<p>The dewatering shaft method refers to a form of open dewatering on construction sites, in which inflowing water is collected in a purpose-built <em>dewatering shaft<\/em> and pumped out. In constructive deconstruction, in concrete demolition, in rock excavation, and in tunnel construction this method creates dry or at least controlled, low-water working conditions. This makes it safer and more predictable to use hydraulic tools such as concrete demolition shear or stone and concrete splitting devices, without resorting to water-sensitive processes or blasting techniques. Where spatial constraints or short project windows apply, the method offers rapid setup and robust process stability with comparatively low intervention in the subsoil.<\/p>\n<h2>Definition: What is meant by the dewatering shaft method?<\/h2>\n<p>The dewatering shaft method means the <strong>open dewatering<\/strong> of an excavation pit, a deconstruction area, or a heading face, in which surface and groundwater inflows are collected in depressions, channels, or a deepened shaft (dewatering shaft). From there, dirty-water pumps convey the water through lines to suitable discharge or retention areas. In contrast to groundwater lowering via wells or wellpoint systems, the dewatering shaft method does not lower the groundwater table across an area, but instead keeps water locally away from the working surface. It is particularly suitable for lower inflow volumes, cohesive soils, or short-term works, as encountered in concrete demolition, during gutting works, in excavations with partial deconstruction, or during smaller rock breakouts. Typical implementations range from simple sumps stabilized with trench plates or rings to lined shafts with access protection, depending on inflow, space, and expected sediment load.<\/p>\n<h2>How it works and the day-to-day sequence on site<\/h2>\n<p>The water is routed via a slight gradient, infiltration trenches, or channels into a <strong>lower-lying dewatering shaft<\/strong>. The shaft lies below working level and is positioned to capture the main inflows. The pump operates continuously or on demand; check valves, strainers, and sediment traps prevent backflow and reduce sludge loads. Discharge is controlled, ideally via settlement volume or filter stages, so that suspended solids do not enter receiving waters uncontrollably. The result is a working zone kept drier, which facilitates the use of hydraulic demolition equipment. In practice, automatic level control with float switches, alarm signaling, and redundancy increases operational reliability, while splash protection and safe cable routing maintain equipment integrity.<\/p>\n<h3>Key components and controls<\/h3>\n<ul>\n<li><strong>Sump geometry<\/strong>: Sufficient depth and plan area to decouple inflow peaks and retain sediment without inducing erosion at inlets.<\/li>\n<li><strong>Pumping unit<\/strong>: Submersible dirty-water pump with adequate free passage, head, and flow rate; non-return valve to prevent backflow.<\/li>\n<li><strong>Power and control<\/strong>: Residual current protection, weatherproof distribution, float control with manual override, and acoustic or visual alarm.<\/li>\n<li><strong>Discharge line<\/strong>: Dimensioned for target flow, routed with strain relief and protection from crushing or sharp edges.<\/li>\n<li><strong>Pretreatment<\/strong>: Settlement bay, geotextile baskets, or lamella inserts to reduce turbidity prior to discharge.<\/li>\n<\/ul>\n<h2>Distinction from other dewatering methods<\/h2>\n<p>The dewatering shaft method is a <em>local<\/em> measure. It differs from groundwater-lowering methods (e.g., filter wells, vacuum wellpoints, ejector wells) that reduce pore water pressure in the soil on a large scale. The dewatering shaft method is often faster to set up, causes fewer interventions in the subsoil, and is suitable for limited time frames or moderate inflows. With high permeabilities (gravels, coarse sands) and large water volumes it reaches its limits; combinations with drainage or temporary groundwater lowering may then be required. In cohesive soils (loam, clay) or with point inflows, sump-based dewatering works reliably. Where settlement-sensitive structures or uplift risks exist, area-wide groundwater control may still be necessary to manage effective stresses.<\/p>\n<h2>Fields of application in concrete demolition and special deconstruction<\/h2>\n<p>In <a href=\"https:\/\/www.darda.de\/en\/applications\/concrete-demolition-and-special-deconstruction\"><strong>concrete demolition and special deconstruction<\/strong><\/a>, the dewatering shaft method is used to dewater foundation bases, basements, or excavation floors. Especially during the deconstruction of floor slabs, foundations, or channels, a dry working surface facilitates the safe use of <strong>concrete demolition shear<\/strong>. In <strong>gutting works and cutting<\/strong>, sump-based dewatering prevents cutting and separation work from being impeded by standing water. <a href=\"https:\/\/www.darda.de\/en\/applications\/rock-demolition-and-tunnel-construction\">Rock demolition and tunnel construction<\/a> benefit because water from fractures can be controlled and drained at start points, drift sections, or portal areas. In <strong>natural stone extraction<\/strong>, the dewatering shaft method helps keep working benches walkable. In <strong>special operations<\/strong> &#8211; for example during incidents or when dismantling water-bearing shafts &#8211; the method serves as a rapid first measure to stabilize the situation. It is also effective in confined indoor areas, where a compact sump with controlled discharge supports dust suppression without compromising electrical safety.<\/p>\n<h3>Practical examples<\/h3>\n<ul>\n<li>Deconstruction of a foundation block below ground level: Channels drain the area into the dewatering shaft; with concrete demolition shear, reinforcement is exposed and components are separated in a controlled manner.<\/li>\n<li>Rock breakout in a water-bearing cut: Sump-based dewatering reduces splash; <strong>stone and concrete splitting devices<\/strong> work in predrilled holes with predictable splitting effect.<\/li>\n<li>Tunnel advance in the portal area: Temporary sump-based dewatering via a side dewatering shaft; demolition edges are reworked with concrete demolition shear while pumps remove inflow.<\/li>\n<li>Basement refurbishment with partial slab removal: A corner sump with level control keeps cable saw cuts and joint widening free of water and fines.<\/li>\n<li>Utility trench crossing a seepage path: Interim sump and bypass hose maintain access for cutting, with geotextile baskets limiting turbidity.<\/li>\n<\/ul>\n<h2>Planning and sizing of sump-based dewatering<\/h2>\n<p>Effective sump-based dewatering begins with estimating inflow volumes, soil parameters, and the geometry of the work area. Sizing should include reserves for heavy rainfall and unexpected inflows without promoting erosion in the subsoil. As a rule of thumb, select pump capacity with a reserve factor and ensure available head covers geodetic lift plus line losses, while free passage suits expected grain sizes.<\/p>\n<ol>\n<li>Investigation: Soil stratigraphy, permeability, potential inflow sources (groundwater, hillside water, pipelines).<\/li>\n<li>Layout: Location and depth of the dewatering shaft below working level, feeder channels, erosion protection at inlets.<\/li>\n<li>Pumping technology: Flow capacity, stability, float switches, check valves, backup power plan.<\/li>\n<li>Discharge: Settlement volume, strainers\/geotextiles, controlled discharge in accordance with local requirements.<\/li>\n<li>Monitoring: Level checks, visual inspection for underwashing, maintenance of strainers and hoses.<\/li>\n<li>Capacity checks: Verify pump head against static lift and friction losses; consider staged pumps for long discharge lines.<\/li>\n<li>Contingency: Redundant pump setup, alarm chain, and flood routing for safe overflow without endangering structures.<\/li>\n<\/ol>\n<h3>Sediment and sludge management<\/h3>\n<p>Water from deconstruction and rock works often contains fines. Settlement bays, filter baskets, and low-velocity zones reduce turbidity. When working with concrete demolition shear, fine breakage fractions are produced that settle in the dewatering shaft; regular cleanout prevents silting. During splitting works, drill cuttings and fine material can load the pumps; intake baskets and maintenance intervals increase operational safety. Where concrete wash water or cement fines are present, pH checks and staged clarification are advisable to prevent alkaline discharges; remove accumulated sludge as a controlled waste in accordance with local rules.<\/p>\n<h2>Effects on stability and structural substance<\/h2>\n<p>Water movement can soften soils. Undesired flow along components or beneath bases must be avoided. A properly placed dewatering shaft with moderate inflow velocities reduces erosion risks. In areas with hydrostatic pressure or soft soils, additional base protection (e.g., mats, gravel layer) can be sensible before separating loads with concrete demolition shear or <em>rock wedge splitter<\/em>. Buoyancy and uplift on slabs or ducts must be assessed where dewatering changes pore pressures locally; targeted relief cuts and base protection reduce the risk of undermining.<\/p>\n<h2>Occupational safety and environmental protection in the dewatering shaft method<\/h2>\n<p>Wet work areas increase slip and electric shock risks. Cable and hose routing must be planned to eliminate tripping points and damage. Pump shafts must be safeguarded against falls. Water discharge is controlled; inputs of fines and binders are to be minimized wherever possible. In emission-sensitive environments, low-vibration methods such as hydraulic splitting or controlled shearing reduce vibrations and noise. Electrical systems require residual current protection and sufficient IP rating, while access ways remain non-slip and free of standing water; emergency shutoff and clear escape routes are maintained at all times.<\/p>\n<h2>Equipment selection around sump-based dewatering<\/h2>\n<p>Hydraulic demolition and cutting equipment used in the context of the dewatering shaft method is selected so it can be operated safely under damp conditions. <strong>hydraulic power pack<\/strong> and lines are to be placed splash-proof; keep couplings clean. For controlled deconstruction, depending on component and material, the following are suitable:<\/p>\n<ul>\n<li><strong>Concrete demolition shear<\/strong> for separating slabs, walls, and foundation parts with reinforcement.<\/li>\n<li><strong>Stone and concrete splitting devices<\/strong> (e.g., <a href=\"https:\/\/www.darda.de\/en\/product-overview\/rock-splitters\">Rock splitters<\/a>) for low-vibration rock and mass concrete, especially in water-bearing areas.<\/li>\n<li>Combination shears, multi cutters, or steel shears for profiles, pipelines, and installations when dewatering improves accessibility.<\/li>\n<li>Tank cutters in special operations when residual media are removed in a controlled manner and work areas must be kept dry.<\/li>\n<\/ul>\n<h3>Concrete demolition shear in wet operation<\/h3>\n<p>When working on wet bases, a non-slip stance is essential. Crushing and cutting operations should be oriented against the water flow so sight and grip remain secure. Dripping water can mobilize fines; brief work interruptions to clarify the dewatering shaft improve process reliability. Tool selection with appropriate jaw geometry and corrosion-resistant components reduces fouling in abrasive, wet fines.<\/p>\n<h3>Stone and concrete splitting devices in water-bearing fractures<\/h3>\n<p>Boreholes should be planned so that water does not influence the splitting effect uncontrollably. In fractured rock, relief drilling with a slight gradient toward the dewatering shaft helps. Low vibrations and the avoidance of blasts are an advantage in water-sensitive environments. Where boreholes fill with water, ensure correct seating of wedges and apply controlled pressurization to maintain reproducible splitting paths.<\/p>\n<h2>Quality assurance and documentation<\/h2>\n<p>For reliable sump-based dewatering, pump output, runtimes, turbidity level, and cleanout intervals are documented. Visual checks of base firmness and channels are part of routine. If inflow volumes change (e.g., after rainfall), the configuration must be adjusted. Recording power consumption, alarm events, and maintenance actions supports traceability; photographic documentation of sump condition and discharge clarity enables consistent quality control.<\/p>\n<h2>Common failure patterns and how to avoid them<\/h2>\n<ul>\n<li>Dewatering shaft set too high: Water remains in the work zone. Solution: Lower it and guide channels purposefully.<\/li>\n<li>Only one pump without backup: Failure leads to flooding. Solution: Provide redundancy and backup power.<\/li>\n<li>No sediment control: Pump wear and turbidity increase. Solution: Strainers, settlement volume, regular cleanout.<\/li>\n<li>Unprotected inlets: Edge erosion. Solution: Lining, energy deflection, geotextile.<\/li>\n<li>Uncoordinated hose routing: Trip and crush hazard. Solution: Bundling, bridges, protective strips.<\/li>\n<li>Tool use against the water flow: Obstructed view. Solution: Align work direction with the flow path.<\/li>\n<li>Float switch jammed by debris: Pump fails to start or stop. Solution: Protective cages and periodic functional checks.<\/li>\n<li>Frozen or kinked discharge line: Reduced flow and back-up. Solution: Protected routing, insulation, and strain relief.<\/li>\n<li>Missing check valve: Backflow re-floods the sump. Solution: Install non-return valve and verify seating.<\/li>\n<\/ul>\n<h2>Legal and normative aspects<\/h2>\n<p>Dewatering measures regularly touch water and environmental regulations. Discharge, suspended solids, and noise must be assessed on a project-specific basis. Applicable rules of the art apply for excavation pits, working widths, and slopes. These notes are general and do not replace case-by-case evaluation or permits. Depending on jurisdiction, temporary discharge permits, turbidity thresholds, and pH ranges may apply; sludge and filter residues require proper classification, storage, and disposal.<\/p>\n<h2>Sustainability and resource conservation<\/h2>\n<p>An efficiently designed dewatering shaft reduces pump runtimes and energy demand. Water clarified on site can &#8211; where permitted &#8211; be used for dust suppression. Low-vibration methods, such as splitting with stone and concrete splitting devices or the targeted use of concrete demolition shear, reduce vibrations and help protect adjacent structures. Further efficiency gains arise from right-sized pumps, staged operation with automatic control, and short discharge routes; modular sump elements enable reuse and reduce material consumption across projects.<\/p>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>The dewatering shaft method refers to a form of open dewatering on construction sites, in which inflowing water is collected in a purpose-built dewatering shaft and pumped out. In constructive deconstruction, in concrete demolition, in rock excavation, and in tunnel construction this method creates dry or at least controlled, low-water <a class=\"moretag\" href=\"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method\">read more&#8230;<\/a><\/p>\n","protected":false},"author":9,"featured_media":0,"parent":14846,"menu_order":0,"comment_status":"open","ping_status":"open","template":"tmpl\/template-wissen.php","meta":{"_acf_changed":false,"footnotes":"","_members_access_role":[],"_members_access_error":""},"class_list":["post-19931","page","type-page","status-publish","hentry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.1 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Dewatering Shaft Method in Excavation &amp; Demolition<\/title>\n<meta name=\"description\" content=\"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Dewatering Shaft Method in Excavation &amp; Demolition\" \/>\n<meta property=\"og:description\" content=\"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method\" \/>\n<meta property=\"og:site_name\" content=\"Darda GmbH\" \/>\n<meta property=\"article:publisher\" content=\"https:\/\/www.facebook.com\/DardaDemolition\" \/>\n<meta property=\"article:modified_time\" content=\"2026-06-01T10:19:02+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data1\" content=\"10 minutes\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/dewatering-shaft-method\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/dewatering-shaft-method\",\"name\":\"Dewatering Shaft Method in Excavation & Demolition\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#website\"},\"datePublished\":\"2026-01-02T13:03:22+00:00\",\"dateModified\":\"2026-06-01T10:19:02+00:00\",\"description\":\"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/dewatering-shaft-method#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/dewatering-shaft-method\"]}]},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\\\/dewatering-shaft-method#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/www.darda.de\\\/en\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Knowledge\",\"item\":\"https:\\\/\\\/www.darda.de\\\/en\\\/knowledge\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Dewatering shaft method\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#website\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\",\"name\":\"Darda GmbH\",\"description\":\"\",\"publisher\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#organization\"},\"alternateName\":\"Abbruchwerkzeuge\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/www.darda.de\\\/en?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#organization\",\"name\":\"Darda GmbH\",\"url\":\"https:\\\/\\\/www.darda.de\\\/en\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/www.darda.de\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/android-icon-192x192-1.png\",\"contentUrl\":\"https:\\\/\\\/www.darda.de\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/android-icon-192x192-1.png\",\"width\":192,\"height\":192,\"caption\":\"Darda GmbH\"},\"image\":{\"@id\":\"https:\\\/\\\/www.darda.de\\\/en#\\\/schema\\\/logo\\\/image\\\/\"},\"sameAs\":[\"https:\\\/\\\/www.facebook.com\\\/DardaDemolition\",\"https:\\\/\\\/www.instagram.com\\\/darda_demolition\",\"https:\\\/\\\/www.youtube.com\\\/user\\\/DardaGmbH\",\"https:\\\/\\\/www.xing.com\\\/pages\\\/darda-gmbh\",\"https:\\\/\\\/de.linkedin.com\\\/company\\\/darda-gmbh\"]}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Dewatering Shaft Method in Excavation & Demolition","description":"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method","og_locale":"en_US","og_type":"article","og_title":"Dewatering Shaft Method in Excavation & Demolition","og_description":"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.","og_url":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method","og_site_name":"Darda GmbH","article_publisher":"https:\/\/www.facebook.com\/DardaDemolition","article_modified_time":"2026-06-01T10:19:02+00:00","twitter_card":"summary_large_image","twitter_misc":{"Est. reading time":"10 minutes"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"WebPage","@id":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method","url":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method","name":"Dewatering Shaft Method in Excavation & Demolition","isPartOf":{"@id":"https:\/\/www.darda.de\/en#website"},"datePublished":"2026-01-02T13:03:22+00:00","dateModified":"2026-06-01T10:19:02+00:00","description":"Open sump dewatering for safe, dry worksites in demolition, excavation and tunnels \u27a4 dewatering shaft method explained.","breadcrumb":{"@id":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method"]}]},{"@type":"BreadcrumbList","@id":"https:\/\/www.darda.de\/en\/knowledge\/dewatering-shaft-method#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.darda.de\/en"},{"@type":"ListItem","position":2,"name":"Knowledge","item":"https:\/\/www.darda.de\/en\/knowledge"},{"@type":"ListItem","position":3,"name":"Dewatering shaft method"}]},{"@type":"WebSite","@id":"https:\/\/www.darda.de\/en#website","url":"https:\/\/www.darda.de\/en","name":"Darda GmbH","description":"","publisher":{"@id":"https:\/\/www.darda.de\/en#organization"},"alternateName":"Abbruchwerkzeuge","potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.darda.de\/en?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"},{"@type":"Organization","@id":"https:\/\/www.darda.de\/en#organization","name":"Darda GmbH","url":"https:\/\/www.darda.de\/en","logo":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/www.darda.de\/en#\/schema\/logo\/image\/","url":"https:\/\/www.darda.de\/wp-content\/uploads\/2017\/09\/android-icon-192x192-1.png","contentUrl":"https:\/\/www.darda.de\/wp-content\/uploads\/2017\/09\/android-icon-192x192-1.png","width":192,"height":192,"caption":"Darda GmbH"},"image":{"@id":"https:\/\/www.darda.de\/en#\/schema\/logo\/image\/"},"sameAs":["https:\/\/www.facebook.com\/DardaDemolition","https:\/\/www.instagram.com\/darda_demolition","https:\/\/www.youtube.com\/user\/DardaGmbH","https:\/\/www.xing.com\/pages\/darda-gmbh","https:\/\/de.linkedin.com\/company\/darda-gmbh"]}]}},"_links":{"self":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19931","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/users\/9"}],"replies":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/comments?post=19931"}],"version-history":[{"count":2,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19931\/revisions"}],"predecessor-version":[{"id":27952,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/19931\/revisions\/27952"}],"up":[{"embeddable":true,"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/pages\/14846"}],"wp:attachment":[{"href":"https:\/\/www.darda.de\/en\/wp-json\/wp\/v2\/media?parent=19931"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}