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itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/26183800/Flux_enhancement_by_using_helical_baffles_in_ultrafiltration_of_suspended_solids">Flux enhancement by using helical baffles in ultrafiltration of suspended solids</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/26183800" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="1b2ac3d16d88fb4b510a8839e28de0d4" rel="nofollow" data-download="{&quot;attachment_id&quot;:46508280,&quot;asset_id&quot;:26183800,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/46508280/download_file?st=MTczMzA1Mjc5NCw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="5249516" 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href="https://www.academia.edu/Documents/in/Turbulence">Turbulence</a>,&nbsp;<script data-card-contents-for-ri="2802" type="text/json">{"id":2802,"name":"Turbulence","url":"https://www.academia.edu/Documents/in/Turbulence?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12124" href="https://www.academia.edu/Documents/in/Filtration">Filtration</a>,&nbsp;<script data-card-contents-for-ri="12124" type="text/json">{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="16122" href="https://www.academia.edu/Documents/in/Activated_Sludge">Activated Sludge</a><script data-card-contents-for-ri="16122" type="text/json">{"id":16122,"name":"Activated Sludge","url":"https://www.academia.edu/Documents/in/Activated_Sludge?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new 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InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="32656495" href="https://curtin.academia.edu/BenjaminMullins">Benjamin Mullins</a><script data-card-contents-for-user="32656495" type="text/json">{"id":32656495,"first_name":"Benjamin","last_name":"Mullins","domain_name":"curtin","page_name":"BenjaminMullins","display_name":"Benjamin Mullins","profile_url":"https://curtin.academia.edu/BenjaminMullins?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text">&nbsp;and&nbsp;<span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-13310904">+2</span><div class="hidden js-additional-users-13310904"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a 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Filtration techniques are progressing along with the advancement of manufacturing technology. The modern filtration techniques are requested to be robust... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_74367263" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Filtration is one of core elements of analysis tools in geometrical metrology. Filtration techniques are progressing along with the advancement of manufacturing technology. The modern filtration techniques are requested to be robust against outliers, applicable to surfaces with complex shape and reliable in whole range of measurement data. A comparison study is conducted to evaluate commonly used robust filtration techniques in the field of geometrical metrology, including the two-stage Gaussian filter, the robust Gaussian regression filter, the robust spline filter and morphological filters. They are compared in terms of four aspects: functionality, mathematical computation, capability and characterization parameters. As a result, it offers metrologists an instruction to choose the appropriate filter for various applications.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/74367263" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="e477bf1f433ac8ed93c156f35ce503e1" rel="nofollow" data-download="{&quot;attachment_id&quot;:82545558,&quot;asset_id&quot;:74367263,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/82545558/download_file?st=MTczMzA1Mjc5NCw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="44834266" href="https://independent.academia.edu/WenhanZeng">Wenhan Zeng</a><script data-card-contents-for-user="44834266" type="text/json">{"id":44834266,"first_name":"Wenhan","last_name":"Zeng","domain_name":"independent","page_name":"WenhanZeng","display_name":"Wenhan Zeng","profile_url":"https://independent.academia.edu/WenhanZeng?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_74367263 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="74367263"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 74367263, container: ".js-paper-rank-work_74367263", }); 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Method Development and Validation</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/67152186" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="140659576" href="https://independent.academia.edu/YenTruong35">Yen Truong</a><script data-card-contents-for-user="140659576" type="text/json">{"id":140659576,"first_name":"Yen","last_name":"Truong","domain_name":"independent","page_name":"YenTruong35","display_name":"Yen Truong","profile_url":"https://independent.academia.edu/YenTruong35?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_67152186 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="67152186"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 67152186, container: ".js-paper-rank-work_67152186", }); });</script></li><li class="js-percentile-work_67152186 InlineList-item InlineList-item--bordered hidden u-tcGrayDark"><span class="percentile-widget hidden"><span class="u-mr2x percentile-widget" style="display: none">•</span><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 67152186; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-percentile-work_67152186"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></li><li class="js-view-count-work_67152186 InlineList-item InlineList-item--bordered hidden"><div><span><span class="js-view-count view-count u-mr2x" data-work-id="67152186"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 67152186; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=67152186]").text(description); $(".js-view-count-work_67152186").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_67152186").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="67152186"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>&nbsp;&nbsp;<a class="InlineList-item-text u-positionRelative">17</a>&nbsp;&nbsp;</div><span class="InlineList-item-text u-textTruncate u-pl10x"><a class="InlineList-item-text" data-has-card-for-ri="523" href="https://www.academia.edu/Documents/in/Chemistry">Chemistry</a>,&nbsp;<script data-card-contents-for-ri="523" type="text/json">{"id":523,"name":"Chemistry","url":"https://www.academia.edu/Documents/in/Chemistry?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="2215" href="https://www.academia.edu/Documents/in/Water">Water</a>,&nbsp;<script data-card-contents-for-ri="2215" type="text/json">{"id":2215,"name":"Water","url":"https://www.academia.edu/Documents/in/Water?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="6540" href="https://www.academia.edu/Documents/in/Process_Control">Process Control</a>,&nbsp;<script data-card-contents-for-ri="6540" type="text/json">{"id":6540,"name":"Process Control","url":"https://www.academia.edu/Documents/in/Process_Control?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12124" href="https://www.academia.edu/Documents/in/Filtration">Filtration</a><script data-card-contents-for-ri="12124" type="text/json">{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=67152186]'), work: {"id":67152186,"title":"Monitoring of Dissolved Reactive Phosphorus In Wastewaters by Flow Injection Analysis. 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itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/5452402/The_Buoyant_Filter_Bioreactor_a_high_rate_anaerobic_reactor_for_complex_wastewater_process_dynamics_with_dairy_effluent">The Buoyant Filter Bioreactor: a high-rate anaerobic reactor for complex wastewater—process dynamics with dairy effluent</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/5452402" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a 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data-card-contents-for-ri="5436" type="text/json">{"id":5436,"name":"Combinatorics","url":"https://www.academia.edu/Documents/in/Combinatorics?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12124" href="https://www.academia.edu/Documents/in/Filtration">Filtration</a>,&nbsp;<script data-card-contents-for-ri="12124" type="text/json">{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="157512" href="https://www.academia.edu/Documents/in/Arithmetics">Arithmetics</a><script data-card-contents-for-ri="157512" type="text/json">{"id":157512,"name":"Arithmetics","url":"https://www.academia.edu/Documents/in/Arithmetics?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=64455391]'), work: {"id":64455391,"title":"Convergence 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u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_58273155" data-work_id="58273155" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/58273155/Systematic_investigation_of_parameters_affecting_the_performance_of_an_agitated_filter_dryer">Systematic investigation of parameters affecting the performance of an agitated filter-dryer</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">A systematic experimental investigation of contact drying operation was carried out in an agitated Charles Thompson filter-dryer. In this study, the effect of process parameters (wall temperature, impeller speed, fill level) on the drying... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_58273155" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A systematic experimental investigation of contact drying operation was carried out in an agitated Charles Thompson filter-dryer. In this study, the effect of process parameters (wall temperature, impeller speed, fill level) on the drying performance in the filter-dryer is quantified as a function of bed temperature and solvent concentration. In addition, the impact of drying conditions on the particle size distribution was also examined. It was found that in the range of parameters investigated, drying rate increased with wall temperature and reduced bed depth. The effect of impeller speed was variable where favorable drying conditions were strongly dependent on the particle properties. Moreover, decrease in the particle size was evident with an increase in impeller speed and decrease in the bed depth due to increased collision frequency and reduction in the fill volume both leading to particle attrition respectively. Besides, the average wall to solid heat transfer coefficient is also estimated for variable operating conditions.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/58273155" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="147536540" href="https://utoronto.academia.edu/ShahTab">Shahram Tabe</a><script data-card-contents-for-user="147536540" type="text/json">{"id":147536540,"first_name":"Shahram","last_name":"Tabe","domain_name":"utoronto","page_name":"ShahTab","display_name":"Shahram Tabe","profile_url":"https://utoronto.academia.edu/ShahTab?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_58273155 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="58273155"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 58273155, container: ".js-paper-rank-work_58273155", }); 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In this study, the effect of process parameters (wall temperature, impeller speed, fill level) on the drying performance in the filter-dryer is quantified as a function of bed temperature and solvent concentration. In addition, the impact of drying conditions on the particle size distribution was also examined. It was found that in the range of parameters investigated, drying rate increased with wall temperature and reduced bed depth. The effect of impeller speed was variable where favorable drying conditions were strongly dependent on the particle properties. Moreover, decrease in the particle size was evident with an increase in impeller speed and decrease in the bed depth due to increased collision frequency and reduction in the fill volume both leading to particle attrition respectively. 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sciences","url":"https://www.academia.edu/Documents/in/Pharmacology_and_pharmaceutical_sciences?f_ri=12124"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_53830201" data-work_id="53830201" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/53830201/Modeling_the_Rejection_Performance_of_Hollow_Fiber_Nanofiltration_Membranes_Modified_by_Negatively_Charged_Modifying_Macromolecule">Modeling the Rejection Performance of Hollow Fiber Nanofiltration Membranes Modified by Negatively Charged-Modifying Macromolecule</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button 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work_45346745" data-work_id="45346745" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/45346745/Occurrence_of_Pharmaceuticals_in_River_Water_and_Their_Elimination_in_a_Pilot_Scale_Drinking_Water_Treatment_Plant">Occurrence of Pharmaceuticals in River Water and Their Elimination in a Pilot-Scale Drinking Water Treatment Plant</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/45346745" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li 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itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="64659832" href="https://independent.academia.edu/TuulaTuhkanen">Tuula Tuhkanen</a><script data-card-contents-for-user="64659832" type="text/json">{"id":64659832,"first_name":"Tuula","last_name":"Tuhkanen","domain_name":"independent","page_name":"TuulaTuhkanen","display_name":"Tuula Tuhkanen","profile_url":"https://independent.academia.edu/TuulaTuhkanen?f_ri=12124","photo":"https://gravatar.com/avatar/957fb0086c791ffdaf12e30d9569de09?s=65"}</script></span></span></li><li class="js-paper-rank-work_45346745 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="45346745"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 45346745, container: ".js-paper-rank-work_45346745", }); });</script></li><li class="js-percentile-work_45346745 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class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/33102714/Abiotic_Capture_of_Stormwater_Nitrates_with_Granular_Activated_Carbon">Abiotic Capture of Stormwater Nitrates with Granular Activated Carbon</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Stormwater runoff from urban and agricultural watersheds carries nitrate, which is difficult to remove because it is highly soluble and thought to be relatively inert in abiotic processes such as ion exchange and sorption. Thus, current... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_33102714" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Stormwater runoff from urban and agricultural watersheds carries nitrate, which is difficult to remove because it is highly soluble and thought to be relatively inert in abiotic processes such as ion exchange and sorption. Thus, current practice relies on denitrification to capture nitrate in stormwater treatment practices, requiring storage of captured stormwater, anaerobic conditions, and enough residence time for the bacteria to convert nitrate to nitrogen gas. The purpose of this research was to (1) quantify abiotic nitrate removal and removal capacity of two granular activated carbons (GACs), and (2) illustrate use of GACs in stormwater treatment practices. Batch and upflow column experiments found that two commercially available GACs captured nitrate abiotically, although competition between (bi)carbonate and nitrate limited removal of nitrate. Compared with removal of nitrate by denitrification, abiotic capture of nitrate during storm events requires less stormwater storage volume and less residence time to remove nitrate because it accumulates on the media as stormwater passes through the filter. This suggests that nitrate can be removed from stormwater with less storage and smaller treatment practices.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/33102714" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="5254ed86d059d3c752c2bc585374061a" rel="nofollow" data-download="{&quot;attachment_id&quot;:53199625,&quot;asset_id&quot;:33102714,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/53199625/download_file?st=MTczMzA1Mjc5NCw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="2719109" href="https://umn.academia.edu/andrewjerickson">Andrew J Erickson</a><script data-card-contents-for-user="2719109" type="text/json">{"id":2719109,"first_name":"Andrew J","last_name":"Erickson","domain_name":"umn","page_name":"andrewjerickson","display_name":"Andrew J Erickson","profile_url":"https://umn.academia.edu/andrewjerickson?f_ri=12124","photo":"https://0.academia-photos.com/2719109/875663/29081194/s65_andrew_j.erickson.jpg"}</script></span></span></li><li class="js-paper-rank-work_33102714 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="33102714"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 33102714, container: ".js-paper-rank-work_33102714", }); 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Thus, current practice relies on denitrification to capture nitrate in stormwater treatment practices, requiring storage of captured stormwater, anaerobic conditions, and enough residence time for the bacteria to convert nitrate to nitrogen gas. The purpose of this research was to (1) quantify abiotic nitrate removal and removal capacity of two granular activated carbons (GACs), and (2) illustrate use of GACs in stormwater treatment practices. Batch and upflow column experiments found that two commercially available GACs captured nitrate abiotically, although competition between (bi)carbonate and nitrate limited removal of nitrate. Compared with removal of nitrate by denitrification, abiotic capture of nitrate during storm events requires less stormwater storage volume and less residence time to remove nitrate because it accumulates on the media as stormwater passes through the filter. This suggests that nitrate can be removed from stormwater with less storage and smaller treatment practices.","downloadable_attachments":[{"id":53199625,"asset_id":33102714,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":2719109,"first_name":"Andrew J","last_name":"Erickson","domain_name":"umn","page_name":"andrewjerickson","display_name":"Andrew J 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Runoff","url":"https://www.academia.edu/Documents/in/Urban_Runoff?f_ri=12124"},{"id":1264050,"name":"Granular Activated Carbon (GAC)","url":"https://www.academia.edu/Documents/in/Granular_Activated_Carbon_GAC_?f_ri=12124"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_1357383" data-work_id="1357383" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/1357383/Polonium_210_budget_in_cigarettes">Polonium-210 budget in cigarettes</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/1357383" 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href="https://www.academia.edu/3281230/An_active_heat_and_moisture_exchanger">An active heat and moisture exchanger</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/3281230" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="f6b96b9bf5367b35778ec195decdba1e" rel="nofollow" data-download="{&quot;attachment_id&quot;:50367344,&quot;asset_id&quot;:3281230,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" 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href="https://www.academia.edu/Documents/in/Filtration">Filtration</a>,&nbsp;<script data-card-contents-for-ri="12124" type="text/json">{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="19517" href="https://www.academia.edu/Documents/in/Heat_Exchanger">Heat Exchanger</a><script data-card-contents-for-ri="19517" type="text/json">{"id":19517,"name":"Heat Exchanger","url":"https://www.academia.edu/Documents/in/Heat_Exchanger?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=3281230]'), work: {"id":3281230,"title":"An active heat and moisture 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href="https://www.academia.edu/29286382/Substrates_for_phosphorus_removal_Potential_benefits_for_on_site_wastewater_treatment">Substrates for phosphorus removal—Potential benefits for on-site wastewater treatment?</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/29286382" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="b64a35951a566d362b770cdcd8daba5b" rel="nofollow" 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type="text/json">{"id":9043,"name":"Performance","url":"https://www.academia.edu/Documents/in/Performance?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="9533" href="https://www.academia.edu/Documents/in/Minerals">Minerals</a>,&nbsp;<script data-card-contents-for-ri="9533" type="text/json">{"id":9533,"name":"Minerals","url":"https://www.academia.edu/Documents/in/Minerals?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="9991" href="https://www.academia.edu/Documents/in/Wastewater_Treatment">Wastewater Treatment</a><script data-card-contents-for-ri="9991" type="text/json">{"id":9991,"name":"Wastewater Treatment","url":"https://www.academia.edu/Documents/in/Wastewater_Treatment?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=29286382]'), work: {"id":29286382,"title":"Substrates for phosphorus 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u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/27581433/Design_optimisation_of_depth_cartridge_filters">Design optimisation of depth cartridge filters</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/27581433" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="58028971005490317367167fe6e5eebe" rel="nofollow" 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href="https://www.academia.edu/55856306/Measurement_of_Mass_Based_Carbon_Nanotube_Penetration_through_Filtering_Facepiece_Respirator_Filtering_Media">Measurement of Mass-Based Carbon Nanotube Penetration through Filtering Facepiece Respirator Filtering Media</a></div></div><div class="u-pb4x u-mt3x"></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/55856306" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="a4e9a2ab9e4247c4f1166a1e30984ab7" rel="nofollow" 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data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">A significant consideration in forward planning for water treatment works design and operation concerns the effectiveness of a filtration plant in providing a barrier to particulates in the low micrometre size range, including Cryptosporidium oocysts. 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Design","url":"https://www.academia.edu/Documents/in/Equipment_Design?f_ri=12124"},{"id":1688120,"name":"Threshold Limit Values","url":"https://www.academia.edu/Documents/in/Threshold_Limit_Values?f_ri=12124"},{"id":1923219,"name":"Fluorescein","url":"https://www.academia.edu/Documents/in/Fluorescein?f_ri=12124"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_63145133" data-work_id="63145133" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/63145133/From_rain_tanks_to_catchments_Use_of_low_impact_development_to_address_hydrologic_symptoms_of_the_urban_stream_syndrome">From rain tanks to catchments: Use of low-impact development to address hydrologic symptoms of the urban stream syndrome</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Catchment urbanization perturbs the water and sediment budgets of streams, degrades stream health and function, and causes a constellation of flow, water quality and ecological symptoms collectively known as the urban stream syndrome.... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_63145133" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Catchment urbanization perturbs the water and sediment budgets of streams, degrades stream health and function, and causes a constellation of flow, water quality and ecological symptoms collectively known as the urban stream syndrome. Low-impact development (LID) technologies address the hydrologic symptoms of the urban stream syndrome by mimicking natural flow paths and restoring a natural water balance. Over annual time scales, the volumes of storm water that should be infiltrated and harvested can be estimated from a catchment-scale water-balance given local climate conditions and pre-urban land cover. For all but the wettest regions of the world, the water balance predicts a much larger volume of storm water runoff should be harvested than infiltrated to restore stream hydrology to a pre-urban state. Efforts to prevent or reverse hydrologic symptoms associated with the urban stream syndrome will therefore require: (1) selecting the right mix of LID technologies that provide regi...</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/63145133" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="8c2ce584239eb8af8bb7cd6d19d493af" rel="nofollow" data-download="{&quot;attachment_id&quot;:75663952,&quot;asset_id&quot;:63145133,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/75663952/download_file?st=MTczMzA1Mjc5NCw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="194035" href="https://uci.academia.edu/JasperVrugt">Jasper Vrugt</a><script data-card-contents-for-user="194035" type="text/json">{"id":194035,"first_name":"Jasper","last_name":"Vrugt","domain_name":"uci","page_name":"JasperVrugt","display_name":"Jasper Vrugt","profile_url":"https://uci.academia.edu/JasperVrugt?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_63145133 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="63145133"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 63145133, container: ".js-paper-rank-work_63145133", }); 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Low-impact development (LID) technologies address the hydrologic symptoms of the urban stream syndrome by mimicking natural flow paths and restoring a natural water balance. Over annual time scales, the volumes of storm water that should be infiltrated and harvested can be estimated from a catchment-scale water-balance given local climate conditions and pre-urban land cover. For all but the wettest regions of the world, the water balance predicts a much larger volume of storm water runoff should be harvested than infiltrated to restore stream hydrology to a pre-urban state. Efforts to prevent or reverse hydrologic symptoms associated with the urban stream syndrome will therefore require: (1) selecting the right mix of LID technologies that provide regi...","downloadable_attachments":[{"id":75663952,"asset_id":63145133,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":194035,"first_name":"Jasper","last_name":"Vrugt","domain_name":"uci","page_name":"JasperVrugt","display_name":"Jasper 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})();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_30306228 coauthored" data-work_id="30306228" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/30306228/Simulating_In_Situ_Leaching_Process_Using_COMSOL_Multiphysics">Simulating In-Situ Leaching Process Using COMSOL Multiphysics</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">—The paper deals with simulation of in-situ uranium leaching technological process, collecting data for forecasting and leaching process control. It provides numerical simulation of uranium in-situ leaching (ISL) using Comsol Multiphysics... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_30306228" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">—The paper deals with simulation of in-situ uranium leaching technological process, collecting data for forecasting and leaching process control. It provides numerical simulation of uranium in-situ leaching (ISL) using Comsol Multiphysics software package application. Previous studies evaluated main hydrodynamic characteristics of wells and reservoirs, such as the coefficient of resistance and the saturation recovery; while this paper is concerned with determining the changes in process variables in the wells during operation.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/30306228" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="35c96ae978aded54ce094c949aab9351" rel="nofollow" data-download="{&quot;attachment_id&quot;:50763640,&quot;asset_id&quot;:30306228,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50763640/download_file?st=MTczMzA1Mjc5NSw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="13108018" href="https://kazntu.academia.edu/ZOmirbekova">Zhanar Omirbekova</a><script data-card-contents-for-user="13108018" type="text/json">{"id":13108018,"first_name":"Zhanar","last_name":"Omirbekova","domain_name":"kazntu","page_name":"ZOmirbekova","display_name":"Zhanar Omirbekova","profile_url":"https://kazntu.academia.edu/ZOmirbekova?f_ri=12124","photo":"https://0.academia-photos.com/13108018/6420883/7262806/s65_zhanar.omirbekova.jpg"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text">&nbsp;and&nbsp;<span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-30306228">+2</span><div class="hidden js-additional-users-30306228"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://independent.academia.edu/MukhanovBahit">Mukhanov Bahit</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://campbellsville.academia.edu/AzamatUsenov">Azamat Usenov</a></span></div></div></span><script>(function(){ var popoverSettings = { el: $('.js-work-more-authors-30306228'), placement: 'bottom', hide_delay: 200, html: true, content: function(){ return $('.js-additional-users-30306228').html(); 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It provides numerical simulation of uranium in-situ leaching (ISL) using Comsol Multiphysics software package application. Previous studies evaluated main hydrodynamic characteristics of wells and reservoirs, such as the coefficient of resistance and the saturation recovery; while this paper is concerned with determining the changes in process variables in the wells during operation.","downloadable_attachments":[{"id":50763640,"asset_id":30306228,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":13108018,"first_name":"Zhanar","last_name":"Omirbekova","domain_name":"kazntu","page_name":"ZOmirbekova","display_name":"Zhanar Omirbekova","profile_url":"https://kazntu.academia.edu/ZOmirbekova?f_ri=12124","photo":"https://0.academia-photos.com/13108018/6420883/7262806/s65_zhanar.omirbekova.jpg"},{"id":108398939,"first_name":"Mukhanov","last_name":"Bahit","domain_name":"independent","page_name":"MukhanovBahit","display_name":"Mukhanov Bahit","profile_url":"https://independent.academia.edu/MukhanovBahit?f_ri=12124","photo":"https://0.academia-photos.com/108398939/38681312/32276709/s65_mukhanov.bahit.jpg"},{"id":191724946,"first_name":"Azamat","last_name":"Usenov","domain_name":"campbellsville","page_name":"AzamatUsenov","display_name":"Azamat Usenov","profile_url":"https://campbellsville.academia.edu/AzamatUsenov?f_ri=12124","photo":"https://0.academia-photos.com/191724946/54682730/42837025/s65_azamat.usenov.png"}],"research_interests":[{"id":377,"name":"Partial Differential Equations","url":"https://www.academia.edu/Documents/in/Partial_Differential_Equations?f_ri=12124","nofollow":false},{"id":6177,"name":"Modeling","url":"https://www.academia.edu/Documents/in/Modeling?f_ri=12124","nofollow":false},{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false},{"id":67493,"name":"Multiphysics","url":"https://www.academia.edu/Documents/in/Multiphysics?f_ri=12124","nofollow":false},{"id":82121,"name":"Uranium","url":"https://www.academia.edu/Documents/in/Uranium?f_ri=12124"},{"id":83315,"name":"Diffusion","url":"https://www.academia.edu/Documents/in/Diffusion?f_ri=12124"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_3280253" data-work_id="3280253" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/3280253/Lipids_as_biomarkers_for_carbon_cycling_on_the_Northwest_Shelf_of_Australia_results_from_a_sediment_trap_study">Lipids as biomarkers for carbon cycling on the Northwest Shelf of Australia: results from a sediment trap study</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Sediment traps were deployed on the Northwest Shelf (NWS) of Australia in November 1996, to determine fluxes of organic matter and inorganic elements from the photic zone to deeper waters in a transect extending from Exmouth Shelf to... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_3280253" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Sediment traps were deployed on the Northwest Shelf (NWS) of Australia in November 1996, to determine fluxes of organic matter and inorganic elements from the photic zone to deeper waters in a transect extending from Exmouth Shelf to Exmouth Plateau. Infiltrex II water samplers collected particulate and dissolved organics from the water column near the trap sites. Surface sediments and sediment cores were also collected over the study region. Lipid biomarkers were used to determine the sources of organic carbon and its cycling processes on the NWS.Dry weight fluxes from the traps ranged from 124 to 616 mg m−2 day−1and particulate organic carbon (POC) fluxes ranged from 22 to 42 mg m−2 day−1. The biogenic lipids consisted of biomarkers indicative of marine zooplankton, phytoplankton and bacteria, plus traces of land plant markers. A large contribution of unresolved complex material (UCM), which is indicative of petroleum, was detected at four times the biogenic hydrocarbon flux at shallow stations, and up to seven times the biogenic hydrocarbon flux at the most offshore station.There is essentially no river input, and only trace aeolian-derived material to contribute to primary production on the NWS of Australia. Most of the organic matter produced are rapidly recycled in the water column and the small fraction of lipids that settle to the sediments is already partially degraded and undergoes further rapid degradation in the surface sediments. Natural oil seeps also provide utilisable organic carbon to the system. The production and vertical flux rates of organics determined in this study are comparable to those reported in studies of shallow traps in oceanic areas from long-term studies in the Arabian Sea, and other coastal margins such as the Bay of Biscay (France) and California (USA).In offshore areas, most “living” lipid materials passed through the GFF filters thus invalidating POC estimates based on high volume sampling. To adequately assess living (particulate) carbon, gentle filtration of low volume seawater samples is more accurate, as shown by this solid phase absorption study of individual lipid biomarkers.</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/3280253" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="74a07e756c3367c353e633081bee4cfa" rel="nofollow" data-download="{&quot;attachment_id&quot;:50367900,&quot;asset_id&quot;:3280253,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/50367900/download_file?st=MTczMzA1Mjc5NSw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="3779334" href="https://independent.academia.edu/JoGentleness">Jo Gentleness</a><script data-card-contents-for-user="3779334" type="text/json">{"id":3779334,"first_name":"Jo","last_name":"Gentleness","domain_name":"independent","page_name":"JoGentleness","display_name":"Jo Gentleness","profile_url":"https://independent.academia.edu/JoGentleness?f_ri=12124","photo":"https://0.academia-photos.com/3779334/1370141/1689207/s65_jo.gentleness.jpg"}</script></span></span></li><li class="js-paper-rank-work_3280253 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="3280253"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 3280253, container: ".js-paper-rank-work_3280253", }); 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Infiltrex II water samplers collected particulate and dissolved organics from the water column near the trap sites. Surface sediments and sediment cores were also collected over the study region. Lipid biomarkers were used to determine the sources of organic carbon and its cycling processes on the NWS.Dry weight fluxes from the traps ranged from 124 to 616 mg m−2 day−1and particulate organic carbon (POC) fluxes ranged from 22 to 42 mg m−2 day−1. The biogenic lipids consisted of biomarkers indicative of marine zooplankton, phytoplankton and bacteria, plus traces of land plant markers. A large contribution of unresolved complex material (UCM), which is indicative of petroleum, was detected at four times the biogenic hydrocarbon flux at shallow stations, and up to seven times the biogenic hydrocarbon flux at the most offshore station.There is essentially no river input, and only trace aeolian-derived material to contribute to primary production on the NWS of Australia. Most of the organic matter produced are rapidly recycled in the water column and the small fraction of lipids that settle to the sediments is already partially degraded and undergoes further rapid degradation in the surface sediments. Natural oil seeps also provide utilisable organic carbon to the system. The production and vertical flux rates of organics determined in this study are comparable to those reported in studies of shallow traps in oceanic areas from long-term studies in the Arabian Sea, and other coastal margins such as the Bay of Biscay (France) and California (USA).In offshore areas, most “living” lipid materials passed through the GFF filters thus invalidating POC estimates based on high volume sampling. To adequately assess living (particulate) carbon, gentle filtration of low volume seawater samples is more accurate, as shown by this solid phase absorption study of individual lipid biomarkers.","downloadable_attachments":[{"id":50367900,"asset_id":3280253,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":3779334,"first_name":"Jo","last_name":"Gentleness","domain_name":"independent","page_name":"JoGentleness","display_name":"Jo Gentleness","profile_url":"https://independent.academia.edu/JoGentleness?f_ri=12124","photo":"https://0.academia-photos.com/3779334/1370141/1689207/s65_jo.gentleness.jpg"}],"research_interests":[{"id":407,"name":"Geochemistry","url":"https://www.academia.edu/Documents/in/Geochemistry?f_ri=12124","nofollow":false},{"id":415,"name":"Oceanography","url":"https://www.academia.edu/Documents/in/Oceanography?f_ri=12124","nofollow":false},{"id":6970,"name":"Biomarkers","url":"https://www.academia.edu/Documents/in/Biomarkers?f_ri=12124","nofollow":false},{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false},{"id":14719,"name":"Carbon Cycle","url":"https://www.academia.edu/Documents/in/Carbon_Cycle?f_ri=12124"},{"id":57531,"name":"Sampling","url":"https://www.academia.edu/Documents/in/Sampling?f_ri=12124"},{"id":87502,"name":"Marine chemistry","url":"https://www.academia.edu/Documents/in/Marine_chemistry?f_ri=12124"},{"id":98731,"name":"Carbon Cycling","url":"https://www.academia.edu/Documents/in/Carbon_Cycling?f_ri=12124"},{"id":163878,"name":"Degradation","url":"https://www.academia.edu/Documents/in/Degradation?f_ri=12124"},{"id":189276,"name":"Offshore","url":"https://www.academia.edu/Documents/in/Offshore?f_ri=12124"},{"id":223604,"name":"Sediment Traps","url":"https://www.academia.edu/Documents/in/Sediment_Traps?f_ri=12124"},{"id":289852,"name":"Primary Production","url":"https://www.academia.edu/Documents/in/Primary_Production?f_ri=12124"},{"id":355044,"name":"Particulate organic carbon","url":"https://www.academia.edu/Documents/in/Particulate_organic_carbon?f_ri=12124"},{"id":365220,"name":"Bioindicator","url":"https://www.academia.edu/Documents/in/Bioindicator?f_ri=12124"},{"id":394429,"name":"Sea Water","url":"https://www.academia.edu/Documents/in/Sea_Water?f_ri=12124"},{"id":522525,"name":"Arabian Sea","url":"https://www.academia.edu/Documents/in/Arabian_Sea?f_ri=12124"},{"id":585192,"name":"Organic carbon","url":"https://www.academia.edu/Documents/in/Organic_carbon?f_ri=12124"},{"id":970387,"name":"Organic Matter","url":"https://www.academia.edu/Documents/in/Organic_Matter?f_ri=12124"},{"id":1271415,"name":"Long Term Study","url":"https://www.academia.edu/Documents/in/Long_Term_Study?f_ri=12124"},{"id":2471742,"name":"Dry Weight","url":"https://www.academia.edu/Documents/in/Dry_Weight?f_ri=12124"}]}, }) } })();</script></ul></li></ul></div></div><div class="u-borderBottom1 u-borderColorGrayLighter"><div class="clearfix u-pv7x u-mb0x js-work-card work_25044153" data-work_id="25044153" itemscope="itemscope" itemtype="https://schema.org/ScholarlyArticle"><div class="header"><div class="title u-fontSerif u-fs22 u-lineHeight1_3"><a class="u-tcGrayDarkest js-work-link" href="https://www.academia.edu/25044153/Elimination_of_viruses_bacteria_and_protozoan_oocysts_by_slow_sand_filtration">Elimination of viruses, bacteria and protozoan oocysts by slow sand filtration</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">The decimal elimination capacity (DEC) of slow sand filters (SSF) for viruses, bacteria and oocysts of Cryptosporidium has been assessed from full-scale data and pilot plant and laboratory experiments. DEC for viruses calculated from... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_25044153" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">The decimal elimination capacity (DEC) of slow sand filters (SSF) for viruses, bacteria and oocysts of Cryptosporidium has been assessed from full-scale data and pilot plant and laboratory experiments. DEC for viruses calculated from experimental data with MS2-bacteriophages in the pilot plant filters was 1.5-2 log10. E. coli and thermotolerant coliforms (Coli44) were removed at full-scale and in the pilot plant with 2-3 log10. At full-scale, Campylobacter bacteria removal was 1 log10 more than removal of Coli44, which indicated that Coli44 was a conservative surrogate for these pathogenic bacteria. Laboratory experiments with sand columns showed 2-3 and &amp;gt;5-6 log10 removal of spiked spores of sulphite-reducing clostridia (SSRC; C. perfringens) and oocysts of Cryptosporidium respectively. Consequently, SSRC was not a good surrogate to quantify oocyst removal by SSF. Removal of indigenous SSRC by full-scale filters was less efficient than observed in the laboratory columns, probabl...</div></div></div><ul class="InlineList u-ph0x u-fs13"><li class="InlineList-item logged_in_only"><div class="share_on_academia_work_button"><a class="academia_share Button Button--inverseBlue Button--sm js-bookmark-button" data-academia-share="Work/25044153" data-share-source="work_strip" data-spinner="small_white_hide_contents"><i class="fa fa-plus"></i><span class="work-strip-link-text u-ml1x" data-content="button_text">Bookmark</span></a></div></li><li class="InlineList-item"><div class="download"><a id="521b4b48411a88a00d7ac4830df3f9f9" rel="nofollow" data-download="{&quot;attachment_id&quot;:45367096,&quot;asset_id&quot;:25044153,&quot;asset_type&quot;:&quot;Work&quot;,&quot;always_allow_download&quot;:false,&quot;track&quot;:null,&quot;button_location&quot;:&quot;work_strip&quot;,&quot;source&quot;:null,&quot;hide_modal&quot;:null}" class="Button Button--sm Button--inverseGreen js-download-button prompt_button doc_download" href="https://www.academia.edu/attachments/45367096/download_file?st=MTczMzA1Mjc5NSw4LjIyMi4yMDguMTQ2&s=work_strip"><i class="fa fa-arrow-circle-o-down fa-lg"></i><span class="u-textUppercase u-ml1x" data-content="button_text">Download</span></a></div></li><li class="InlineList-item"><ul class="InlineList InlineList--bordered u-ph0x"><li class="InlineList-item InlineList-item--bordered"><span class="InlineList-item-text">by&nbsp;<span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a class="u-tcGrayDark u-fw700" data-has-card-for-user="35406791" href="https://independent.academia.edu/JackSchijven">Jack Schijven</a><script data-card-contents-for-user="35406791" type="text/json">{"id":35406791,"first_name":"Jack","last_name":"Schijven","domain_name":"independent","page_name":"JackSchijven","display_name":"Jack Schijven","profile_url":"https://independent.academia.edu/JackSchijven?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span></li><li class="js-paper-rank-work_25044153 InlineList-item InlineList-item--bordered hidden"><span class="js-paper-rank-view hidden u-tcGrayDark" data-paper-rank-work-id="25044153"><i class="u-m1x fa fa-bar-chart"></i><strong class="js-paper-rank"></strong></span><script>$(function() { new Works.PaperRankView({ workId: 25044153, container: ".js-paper-rank-work_25044153", }); 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$(".js-view-count[data-work-id=25044153]").text(description); $(".js-view-count-work_25044153").attr('title', description).tooltip(); }); });</script></span><script>$(function() { $(".js-view-count-work_25044153").removeClass('hidden') })</script></div></li><li class="InlineList-item u-positionRelative" style="max-width: 250px"><div class="u-positionAbsolute" data-has-card-for-ri-list="25044153"><i class="fa fa-tag InlineList-item-icon u-positionRelative"></i>&nbsp;&nbsp;<a class="InlineList-item-text u-positionRelative">9</a>&nbsp;&nbsp;</div><span class="InlineList-item-text u-textTruncate u-pl9x"><a class="InlineList-item-text" data-has-card-for-ri="6515" href="https://www.academia.edu/Documents/in/Water_Purification">Water Purification</a>,&nbsp;<script data-card-contents-for-ri="6515" type="text/json">{"id":6515,"name":"Water Purification","url":"https://www.academia.edu/Documents/in/Water_Purification?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="12124" href="https://www.academia.edu/Documents/in/Filtration">Filtration</a>,&nbsp;<script data-card-contents-for-ri="12124" type="text/json">{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="28235" href="https://www.academia.edu/Documents/in/Multidisciplinary">Multidisciplinary</a>,&nbsp;<script data-card-contents-for-ri="28235" type="text/json">{"id":28235,"name":"Multidisciplinary","url":"https://www.academia.edu/Documents/in/Multidisciplinary?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="83128" href="https://www.academia.edu/Documents/in/Escherichia_coli">Escherichia coli</a><script data-card-contents-for-ri="83128" type="text/json">{"id":83128,"name":"Escherichia coli","url":"https://www.academia.edu/Documents/in/Escherichia_coli?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=25044153]'), work: {"id":25044153,"title":"Elimination of viruses, bacteria and protozoan oocysts by slow sand filtration","created_at":"2016-05-05T00:17:46.892-07:00","url":"https://www.academia.edu/25044153/Elimination_of_viruses_bacteria_and_protozoan_oocysts_by_slow_sand_filtration?f_ri=12124","dom_id":"work_25044153","summary":"The decimal elimination capacity (DEC) of slow sand filters (SSF) for viruses, bacteria and oocysts of Cryptosporidium has been assessed from full-scale data and pilot plant and laboratory experiments. DEC for viruses calculated from experimental data with MS2-bacteriophages in the pilot plant filters was 1.5-2 log10. E. coli and thermotolerant coliforms (Coli44) were removed at full-scale and in the pilot plant with 2-3 log10. At full-scale, Campylobacter bacteria removal was 1 log10 more than removal of Coli44, which indicated that Coli44 was a conservative surrogate for these pathogenic bacteria. Laboratory experiments with sand columns showed 2-3 and \u0026gt;5-6 log10 removal of spiked spores of sulphite-reducing clostridia (SSRC; C. perfringens) and oocysts of Cryptosporidium respectively. Consequently, SSRC was not a good surrogate to quantify oocyst removal by SSF. Removal of indigenous SSRC by full-scale filters was less efficient than observed in the laboratory columns, probabl...","downloadable_attachments":[{"id":45367096,"asset_id":25044153,"asset_type":"Work","always_allow_download":false}],"ordered_authors":[{"id":35406791,"first_name":"Jack","last_name":"Schijven","domain_name":"independent","page_name":"JackSchijven","display_name":"Jack Schijven","profile_url":"https://independent.academia.edu/JackSchijven?f_ri=12124","photo":"/images/s65_no_pic.png"}],"research_interests":[{"id":6515,"name":"Water Purification","url":"https://www.academia.edu/Documents/in/Water_Purification?f_ri=12124","nofollow":false},{"id":12124,"name":"Filtration","url":"https://www.academia.edu/Documents/in/Filtration?f_ri=12124","nofollow":false},{"id":28235,"name":"Multidisciplinary","url":"https://www.academia.edu/Documents/in/Multidisciplinary?f_ri=12124","nofollow":false},{"id":83128,"name":"Escherichia 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href="https://duke.academia.edu/MarkWiesner">Mark Wiesner</a><script data-card-contents-for-user="35240544" type="text/json">{"id":35240544,"first_name":"Mark","last_name":"Wiesner","domain_name":"duke","page_name":"MarkWiesner","display_name":"Mark Wiesner","profile_url":"https://duke.academia.edu/MarkWiesner?f_ri=12124","photo":"/images/s65_no_pic.png"}</script></span></span><span class="u-displayInlineBlock InlineList-item-text">&nbsp;and&nbsp;<span class="u-textDecorationUnderline u-clickable InlineList-item-text js-work-more-authors-13526933">+2</span><div class="hidden js-additional-users-13526933"><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://cnrs.academia.edu/JeanyvesBottero">Jean-yves Bottero</a></span></div><div><span itemscope="itemscope" itemprop="author" itemtype="https://schema.org/Person"><a href="https://cerege.academia.edu/JeromeRose">Jerome Rose</a></span></div></div></span><script>(function(){ var 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type="text/json">{"id":17733,"name":"Nanotechnology","url":"https://www.academia.edu/Documents/in/Nanotechnology?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="39752" href="https://www.academia.edu/Documents/in/Adsorption">Adsorption</a>,&nbsp;<script data-card-contents-for-ri="39752" type="text/json">{"id":39752,"name":"Adsorption","url":"https://www.academia.edu/Documents/in/Adsorption?f_ri=12124","nofollow":false}</script><a class="InlineList-item-text" data-has-card-for-ri="47884" href="https://www.academia.edu/Documents/in/Biological_Sciences">Biological Sciences</a><script data-card-contents-for-ri="47884" type="text/json">{"id":47884,"name":"Biological Sciences","url":"https://www.academia.edu/Documents/in/Biological_Sciences?f_ri=12124","nofollow":false}</script></span></li><script>(function(){ if (true) { new Aedu.ResearchInterestListCard({ el: $('*[data-has-card-for-ri-list=13526933]'), work: 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Effect of pre-treatment at elevated temperature</a></div></div><div class="u-pb4x u-mt3x"><div class="summary u-fs14 u-fw300 u-lineHeight1_5 u-tcGrayDarkest"><div class="summarized">Anaerobic digestion is an appropriate technique for the treatment of sludge before final disposal and it is employed worldwide as the oldest and most important process for sludge stabilization. In general, mesophilic anaerobic digestion... <a class="more_link u-tcGrayDark u-linkUnstyled" data-container=".work_14616162" data-show=".complete" data-hide=".summarized" data-more-link-behavior="true" href="#">more</a></div><div class="complete hidden">Anaerobic digestion is an appropriate technique for the treatment of sludge before final disposal and it is employed worldwide as the oldest and most important process for sludge stabilization. In general, mesophilic anaerobic digestion of sewage sludge is more widely used compared to thermophilic digestion. 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