{"id":2623,"date":"2023-12-29T11:23:47","date_gmt":"2023-12-29T04:23:47","guid":{"rendered":"https:\/\/qyudos.co.id\/survey-hidrografi\/?p=2623"},"modified":"2023-12-29T11:23:50","modified_gmt":"2023-12-29T04:23:50","slug":"application-of-side-scan-sonar-survey-for-free-span-identification-in-subsea-pipelines","status":"publish","type":"post","link":"https:\/\/qyudos.co.id\/survey-hidrografi\/application-of-side-scan-sonar-survey-for-free-span-identification-in-subsea-pipelines\/","title":{"rendered":"APPLICATION OF SIDE SCAN SONAR SURVEY FOR FREE SPAN IDENTIFICATION IN SUBSEA PIPELINES"},"content":{"rendered":"\n<p><strong>Free Span<\/strong> is a condition where the pipe does not have a supporting foundation so that the condition of the pipe hangs freely. Free span conditions are common for underwater pipelines. This can occur due to several factors, i.e. irregular seabed, changes in the <a href=\"https:\/\/qyudos.co.id\/our-methods-html\/#bathy\">bathymetry<\/a> of the seabed (due to scouring), and artificial supports\/rock blocks. In addition, the free span can also occur if the pipeline route has an intersection (crossing) with other pipes or cables under the sea.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-1024x675.png\" alt=\"\" class=\"wp-image-2630\" width=\"436\" height=\"287\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-1024x675.png 1024w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-300x198.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-768x506.png 768w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-18x12.png 18w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-825x543.png 825w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-600x395.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1-400x263.png 400w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg1-1.png 1386w\" sizes=\"auto, (max-width: 436px) 100vw, 436px\" \/><figcaption><strong>Figure 1.<\/strong><em>\u00a0 Subsea pipeline free-span due to irregular seabed conditions.<\/em><\/figcaption><\/figure><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-1024x690.png\" alt=\"\" class=\"wp-image-2631\" width=\"430\" height=\"290\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-1024x690.png 1024w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-300x202.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-768x517.png 768w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-1536x1034.png 1536w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-18x12.png 18w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-825x556.png 825w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-1485x1000.png 1485w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-600x404.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1-400x269.png 400w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg2-1.png 1773w\" sizes=\"auto, (max-width: 430px) 100vw, 430px\" \/><figcaption><strong>Figure 2.<\/strong><em> Free-span of subsea pipelines at crossing with other pipelines.<\/em><\/figcaption><\/figure><\/div>\n<\/div>\n<\/div>\n\n\n\n<p>Subsea pipelines are used to transport commodities such as oil and gas. The condition of the pipe that has a free span can be buckled or known as local buckling, in the worst condition local buckling can result in the collapse of the pipe and a full stop of production.<\/p>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3.png\" alt=\"\" class=\"wp-image-2628\" width=\"646\" height=\"324\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3.png 733w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3-300x150.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3-18x9.png 18w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3-600x300.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg3-400x200.png 400w\" sizes=\"auto, (max-width: 646px) 100vw, 646px\" \/><figcaption><strong>Figure 3. <\/strong>Local buckling in subsea pipelines (Vazouras et al, 2021).<\/figcaption><\/figure><\/div>\n\n\n\n<p>Information on the height and length of the span is needed to analyze whether the subsea pipeline is within safety limits or whether mitigation efforts are needed to avoid possible problems. This information can be obtained through a side-scan sonar survey by analyzing the shadows formed or through a multibeam echosounder.<\/p>\n\n\n\n<p>The following is an example of a <a href=\"https:\/\/qyudos.co.id\/our-methods-html\/#SSS\">side scan sonar<\/a> image showing free-span conditions on a subsea pipeline, <strong>Figure 4(b)<\/strong> is a waterfall image while <strong>Figure 5<\/strong> is an SSS image that has been plotted according to coordinates. Figure 4(b) and Figure 5 was acquired using a <a href=\"https:\/\/qyudos.co.id\/survey-hidrografi\/equipment\/\">starfish 452F side scan sonar <\/a>last November in Balikpapan.<\/p>\n\n\n\n<div class=\"wp-block-columns is-layout-flex wp-container-core-columns-is-layout-9d6595d7 wp-block-columns-is-layout-flex\">\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a.png\" alt=\"\" class=\"wp-image-2638\" width=\"473\" height=\"391\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a.png 659w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a-300x248.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a-15x12.png 15w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a-600x496.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4a-400x331.png 400w\" sizes=\"auto, (max-width: 473px) 100vw, 473px\" \/><figcaption><strong>Figure 4.<\/strong> (a) An example of a side-scan sonar image showing free-span conditions, where shadows are formed away from the pipeline location (Fernandes et al, 2021).<\/figcaption><\/figure><\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-column is-layout-flow wp-block-column-is-layout-flow\">\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"650\" height=\"437\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b.png\" alt=\"\" class=\"wp-image-2639\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b.png 650w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b-300x202.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b-18x12.png 18w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b-600x403.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg4b-400x269.png 400w\" sizes=\"auto, (max-width: 650px) 100vw, 650px\" \/><figcaption><strong>Figure 4.<\/strong> (b) Screenshot of the waterfall side-scan sonar image captured by the qyudos surveyor.<\/figcaption><\/figure>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-image\"><figure class=\"aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" src=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-1024x908.png\" alt=\"\" class=\"wp-image-2644\" width=\"544\" height=\"483\" srcset=\"https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-1024x908.png 1024w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-300x266.png 300w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-768x681.png 768w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-14x12.png 14w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-699x620.png 699w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-1128x1000.png 1128w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-600x532.png 600w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5-400x355.png 400w, https:\/\/qyudos.co.id\/wp-content\/uploads\/2023\/12\/Fg5.png 1385w\" sizes=\"auto, (max-width: 544px) 100vw, 544px\" \/><figcaption><strong>Figure 5.<\/strong> The side-scan sonar image shows the subsea pipeline with free-span, as well as the scouring condition of the seabed.<\/figcaption><\/figure><\/div>\n\n\n\n<div style=\"height:100px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<p><em><strong>Reference:<\/strong><\/em><\/p>\n\n\n\n<ul class=\"wp-block-list\"><li><em>Fernandes et al. 2021. Semi-automatic identification of free span in underwater pipeline from data acquired with AUV \u2013 Case study. Applied Ocean Research: Volume 115, 2021, 102842. https:\/\/doi.org\/10.1016\/j.apor.2021.102842<\/em><\/li><li><em>Pratomo\u00a0et al. 2021. Identification of Free Span on Underwater Pipeline using Side Scan Sonar and Dual-head Scanning Profiler. IOP Conf. Ser.: Earth Environ. Sci. 698 012035. doi:10.1088\/1755-1315\/698\/1\/012035<\/em><\/li><li><em><a href=\"https:\/\/andiniputridl.wordpress.com\/2016\/02\/16\/pipeline-free-span-mitigation\/\">https:\/\/andiniputridl.wordpress.com\/2016\/02\/16\/pipeline-free-span-mitigation\/<\/a><\/em><\/li><li><em>Private Documentation<\/em><\/li><\/ul>\n","protected":false},"excerpt":{"rendered":"<p>Free Span is a condition where the pipe does not have a supporting foundation so that the condition of the pipe hangs freely. Free span conditions are common for underwater&hellip;<a href=\"https:\/\/qyudos.co.id\/survey-hidrografi\/application-of-side-scan-sonar-survey-for-free-span-identification-in-subsea-pipelines\/\" class=\"more-link\"><span class=\"more-button\">Continue reading<span class=\"screen-reader-text\">APPLICATION OF SIDE SCAN SONAR SURVEY FOR FREE SPAN IDENTIFICATION IN SUBSEA PIPELINES<\/span><\/span><\/a><\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[24,1],"tags":[],"class_list":["post-2623","post","type-post","status-publish","format-standard","hentry","category-insights-articles","category-ourservices"],"_links":{"self":[{"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/posts\/2623","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/comments?post=2623"}],"version-history":[{"count":20,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/posts\/2623\/revisions"}],"predecessor-version":[{"id":2651,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/posts\/2623\/revisions\/2651"}],"wp:attachment":[{"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/media?parent=2623"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/categories?post=2623"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/qyudos.co.id\/survey-hidrografi\/wp-json\/wp\/v2\/tags?post=2623"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}