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class="ri-section"><div class="ri-section-header"><span>Interests</span></div><div class="ri-tags-container"><a data-click-track="profile-user-info-expand-research-interests" data-has-card-for-ri-list="24263223" href="https://www.academia.edu/Documents/in/Urban_Forestry"><div id="js-react-on-rails-context" style="display:none" data-rails-context="{"inMailer":false,"i18nLocale":"en","i18nDefaultLocale":"en","href":"https://independent.academia.edu/BTun%C3%A7siper","location":"/BTun%C3%A7siper","scheme":"https","host":"independent.academia.edu","port":null,"pathname":"/BTun%C3%A7siper","search":null,"httpAcceptLanguage":null,"serverSide":false}"></div> <div class="js-react-on-rails-component" style="display:none" data-component-name="Pill" data-props="{"color":"gray","children":["Urban Forestry"]}" data-trace="false" data-dom-id="Pill-react-component-e3cd1c3e-126a-4f02-aa81-04d081abc70a"></div> <div id="Pill-react-component-e3cd1c3e-126a-4f02-aa81-04d081abc70a"></div> </a><a 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id="Pill-react-component-b2e93bb9-151f-49fc-946f-d8632250c8de"></div> </a></div></div><div class="external-links-container"><ul class="profile-links new-profile js-UserInfo-social"><li class="profile-profiles js-social-profiles-container"><i class="fa fa-spin fa-spinner"></i></li></ul></div></div></div><div class="right-panel-container"><div class="user-content-wrapper"><div class="uploads-container" id="social-redesign-work-container"><div class="upload-header"><h2 class="ds2-5-heading-sans-serif-xs">Uploads</h2></div><div class="documents-container backbone-social-profile-documents" style="width: 100%;"><div class="u-taCenter"></div><div class="profile--tab_content_container js-tab-pane tab-pane active" id="all"><div class="profile--tab_heading_container js-section-heading" data-section="Papers" id="Papers"><h3 class="profile--tab_heading_container">Papers by Bilal Tunçsiper</h3></div><div class="js-work-strip profile--work_container" data-work-id="119006386"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems"><img alt="Research paper thumbnail of Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems">Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Tez (Doktora) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (PhD) -- İstan...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Tez (Doktora) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (PhD) -- İstanbul Technical University, Institute of Science and Technology, 2005Bu çalışmada, Pilot ölçekli yapay sulakalan sistemlerinin farklı hidrolik yüklerdeki (30, 50, 70, 80 ve 120 L/m2/gün) azot giderim kapasiteleri incelenmiştir. Bitki türlerinin arıtma verimleri üzerine etkilerini belirlemek için köklü (Canna, Cyperus, Typhia, phragmites, Juncus, Poaceae, Paspalum ve Iris), yüzücü (Valisneria, Elodea ve Egeria) ve batık (Pistia, Salvina ve Lemna) bataklık bitkileri kullanılmıştır. Bitkili YAAS (Yüzeyaltı Akışlı) ve SYAS (Serbest Su Yüzeyli) sulakalan sistemlerinin ortalama yıllık NH4-N, NO3-N, organik-N ve TN arıtma verimleri (%) sırayla, 73 ve 57, 37 ve 58, 73 ve 68, 44 ve 60’dır. Bitkili sistemlerdeki arıtma verimleri bitkisiz (kontrol) sistemlerden daha yüksektir. Köklü ve yüzücü bitkilerin TN kullanım kapasiteleri 1.20-2.84 kg/ha/gün arasında değişmektedir. Köklü ve yüzücü bitkilerde ha...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="119006386"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="119006386"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 119006386; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=119006386]").text(description); $(".js-view-count[data-work-id=119006386]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 119006386; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='119006386']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=119006386]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":119006386,"title":"Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems","internal_url":"https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611701"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611701/Yapay_Sulakalan_Sistemlerinde_Azot_Giderimini_Etkileyen_Parametrelerin_%C4%B0ncelenmesi"><img alt="Research paper thumbnail of Yapay Sulakalan Sistemlerinde Azot Giderimini Etkileyen Parametrelerin İncelenmesi" class="work-thumbnail" src="https://attachments.academia-assets.com/88260807/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611701/Yapay_Sulakalan_Sistemlerinde_Azot_Giderimini_Etkileyen_Parametrelerin_%C4%B0ncelenmesi">Yapay Sulakalan Sistemlerinde Azot Giderimini Etkileyen Parametrelerin İncelenmesi</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In Part I of this paper, we proposed and analyzed a novel algorithmic framework for the minimizat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In Part I of this paper, we proposed and analyzed a novel algorithmic framework for the minimization of a nonconvex (smooth) objective function, subject to nonconvex constraints, based on inner convex approximations. This Part II is devoted to the application of the framework to some resource allocation problems in communication networks. In particular, we consider two non-trivial case-study applications, namely: (generalizations of) i) the rate profile maximization in MIMO interference broadcast networks; and the ii) the max-min fair multicast multigroup beamforming problem in a multi-cell environment. We develop a new class of algorithms enjoying the following distinctive features: i) they are distributed across the base stations (with limited signaling) and lead to subproblems whose solutions are computable in closed form; and ii) differently from current relaxation-based schemes (e.g., semidefinite relaxation), they are proved to always converge to d-stationary solutions of the aforementioned class of nonconvex problems. Numerical results show that the proposed (distributed) schemes achieve larger worstcase rates (resp. signal-to-noise interference ratios) than state-ofthe-art centralized ones while having comparable computational complexity.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="9c588ba61132f286bdb8254360bc737a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260807,"asset_id":82611701,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260807/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611701"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611701"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611701; 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Bu sebeple, Nigde Ili sinirlari icerindeki Akkaya baraj golu icin en onemli besleyici ve kirletici bir kaynak durumunda olan Kizilca deresi yuksek bakteriyel kirletici yuklemelerden dolayi asiri kirletildiginden ve kullanilamaz hale geldiginden, Ekim 2014 ve Eylul 2015 tarihleri arasinda 1 yillik sure ile mevsimlere bagli olarak gol ile onu besleyen derenin su kalitesi incelenmis ve su kirliligi mevzuatinda bildirilen kita ici su kalite standartlarina gore siniflandirmak icin su kalite parametreleri analiz edilmistir. Dere ve baraj icerisinde secilen 6 farkli istasyonda aylik olarak su ornekleri toplanmistir. Tum istasyonlardan toplanan ornekler uzerinde sicaklik, pH, Cozunmus Oksijen (CO), Fekal Koliform (F.Koli.) kirletici parametreleri analiz edilmistir. Deneysel sonuclardan elde edilen verile...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611698"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611698"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611698; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611698]").text(description); $(".js-view-count[data-work-id=82611698]").attr('title', description).tooltip(); 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=82611685]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611685,"title":"Iconographies supplémentaires de l'article : Safety and Tolerability of Dalcetrapib","internal_url":"https://www.academia.edu/82611685/Iconographies_suppl%C3%A9mentaires_de_larticle_Safety_and_Tolerability_of_Dalcetrapib","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611683"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey"><img alt="Research paper thumbnail of Improvement of water quality in over-polluted Niğde Creek in Turkey" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey">Improvement of water quality in over-polluted Niğde Creek in Turkey</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Kizilca creek, which is one of the main sources of irrigation water in Nigde (Turkey), was extens...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Kizilca creek, which is one of the main sources of irrigation water in Nigde (Turkey), was extensively polluted due to high amount of organic matters in the point and non-point pollutant sources. This study aims to remove organic matters and improve water quality of the creek by using a pilot-scale hybrid natural wastewater treatment (NWT) system. The system consists of a combination of settling basin, free water surface constructed wetland, and overland flow (OF) system. The system was installed near the edge of the creek in 2014. Wastewater samples from the inlet and outlet of all stages of the system were collected and analyzed for temperature, pH, electrical conductivity (EC), dissolved oxygen (DO), and the suspended solid (SS) parameters. The obtained results indicated that the high organic matter loads caused the deterioration of the water quality in the creek. The system could remove up to 80%. The results showed water quality of the creek and the treatment performance of t...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611683"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611683"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611683; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611683]").text(description); $(".js-view-count[data-work-id=82611683]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611683; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611683']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=82611683]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611683,"title":"Improvement of water quality in over-polluted Niğde Creek in Turkey","internal_url":"https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611680"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611680/Nitrogen_removal_in_an_aerobic_gravel_filtration_sedimentation_pond_constructed_wetland_overland_flow_system_treating_polluted_stream_waters_Effects_of_operation_parameters"><img alt="Research paper thumbnail of Nitrogen removal in an aerobic gravel filtration-sedimentation pond-constructed wetland-overland flow system treating polluted stream waters: Effects of operation parameters" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611680/Nitrogen_removal_in_an_aerobic_gravel_filtration_sedimentation_pond_constructed_wetland_overland_flow_system_treating_polluted_stream_waters_Effects_of_operation_parameters">Nitrogen removal in an aerobic gravel filtration-sedimentation pond-constructed wetland-overland flow system treating polluted stream waters: Effects of operation parameters</a></div><div class="wp-workCard_item"><span>Science of The Total Environment</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Nitrogen pollution in streams can be controlled by serially constructing natural wastewater treat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Nitrogen pollution in streams can be controlled by serially constructing natural wastewater treatment (NWT) systems inside streams. Therefore, a pilot-scale hybrid NWT system consisting of gravel filtration (GF), sedimentation pond (SP), gravel filtration-free water surface constructed wetland (GF-FWSCW), and gravel filtration-overland flow (GF-OF) was installed in order to prevent contamination in a stream (Nigde stream) that feeds and pollutes surface water source (Akkaya lake). The pilot-scale system was installed on a new 60 m-long channel which was located off the stream. Changes in ammonium (NH4+-N), organic nitrogen (Norg.), total nitrogen (TN), and biochemical oxygen demand (BOD) concentrations was routinely monitored in influent and effluent of all stages of the hybrid NWT system and the bottom sediment of the SP over a one-year operation period. According to the study results, while NH4+-N plus Norg. was reduced by an average of 75% (from 49,1 mg L-1 to 7,1 mg L-1), TN was reduced by an average of 85% (from 50,2 mg L-1 to 12,4 mg L-1). Colder seasons and higher hydraulic loading rates (HLRs) negatively affected nitrogen removal efficiency of the pilot-system. The use of vegetation and filter medium had a positive effect on the average removal efficiencies. The results showed that nitrogen pollution in polluted streams could be greatly reduced by establishing a NWT system in series within them.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611680"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611680"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611680; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611680]").text(description); $(".js-view-count[data-work-id=82611680]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611680; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611680']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=82611680]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611680,"title":"Nitrogen removal in an aerobic gravel filtration-sedimentation pond-constructed wetland-overland flow system treating polluted stream waters: Effects of operation parameters","internal_url":"https://www.academia.edu/82611680/Nitrogen_removal_in_an_aerobic_gravel_filtration_sedimentation_pond_constructed_wetland_overland_flow_system_treating_polluted_stream_waters_Effects_of_operation_parameters","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611677"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611677/Combined_natural_wastewater_treatment_systems_for_removal_of_organic_matter_and_phosphorus_from_polluted_streams"><img alt="Research paper thumbnail of Combined natural wastewater treatment systems for removal of organic matter and phosphorus from polluted streams" class="work-thumbnail" src="https://attachments.academia-assets.com/88260783/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611677/Combined_natural_wastewater_treatment_systems_for_removal_of_organic_matter_and_phosphorus_from_polluted_streams">Combined natural wastewater treatment systems for removal of organic matter and phosphorus from polluted streams</a></div><div class="wp-workCard_item"><span>Journal of Cleaner Production</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Natural wastewater treatment (NWT) systems may be a most suitable and economical solution method ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Natural wastewater treatment (NWT) systems may be a most suitable and economical solution method to ensure a cleaner environment and sustainable production in control of water pollution. Therefore, in this study, a NWT system was designed to reduce existing pollution in overpolluted Kızılca creek (Nigde, Turkey). Combined system consists of a settlement basin (SB), free water surface constructed wetland (FWS-CW) planted with Phragmites communis, and overland flow (OF) system planted with Italian ryegrass, respectively. The system was installed on the edge of the creek in 2014. Over-polluted creek water was treated by passing through the system, and the treated water was discharged into the creek. Total suspended solid (TSS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total phosphorus (TP) parameters were analyzed on samples taken from the inputs and outputs of all stages of the system. During an operating period of about 18 months, it was observed that the pollutant parameters were reduced to a great extent. Despite the high organic loading, it was determined that the treatment system could remove the TSS and the BOD up to 85%, and the TP up to 49%.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="22f4d357549209ca7acc907dd67b68d7" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260783,"asset_id":82611677,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260783/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611677"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611677"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611677; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611677]").text(description); $(".js-view-count[data-work-id=82611677]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611677; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611677']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "22f4d357549209ca7acc907dd67b68d7" } } $('.js-work-strip[data-work-id=82611677]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611677,"title":"Combined natural wastewater treatment systems for removal of organic matter and phosphorus from polluted streams","internal_url":"https://www.academia.edu/82611677/Combined_natural_wastewater_treatment_systems_for_removal_of_organic_matter_and_phosphorus_from_polluted_streams","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[{"id":88260783,"title":"","file_type":"pdf","scribd_thumbnail_url":"https://attachments.academia-assets.com/88260783/thumbnails/1.jpg","file_name":"j.jclepro.2019.04.21120220704-1-id0h6a.pdf","download_url":"https://www.academia.edu/attachments/88260783/download_file","bulk_download_file_name":"Combined_natural_wastewater_treatment_sy.pdf","bulk_download_url":"https://d1wqtxts1xzle7.cloudfront.net/88260783/j.jclepro.2019.04.21120220704-1-id0h6a-libre.pdf?1656969241=\u0026response-content-disposition=attachment%3B+filename%3DCombined_natural_wastewater_treatment_sy.pdf\u0026Expires=1740867624\u0026Signature=KCbJ20XnFxCpmnvpT~p3dRFBaNH10ikEGHpWt0LKoJyMdsF2ipNdMU9vYV9MR~H-gqIxeMfO8r2kLWnmJh~eac~ruxR832xGTo7VoDqgDWW0TIOYNba5x7E5iWyt96ua5YZag3cyA~hWXTrZJf2x7G46t-lxayVwbcyjObSkwIQnE3xDbWhIOPcoHfRTy3fCXX0sR6osFi8M2y5zkyIP396NbEvkImCTuQqSHkpvjO-yJjZJFqWnXMWueZcHWbZUDcBvY4BbR~ZbPtP4oieMvI7PvpRGmNFcnJBnhgzB4tmfAqpc-J67R~0R~SeWwH2Ui1ZfIwLWEVdvSMAC9n35rA__\u0026Key-Pair-Id=APKAJLOHF5GGSLRBV4ZA"}]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611673"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611673/Constructed_wetlands_as_a_potential_management_practice_for_cold_climate_dairy_effluent_treatment_VT_USA"><img alt="Research paper thumbnail of Constructed wetlands as a potential management practice for cold climate dairy effluent treatment — VT, USA" class="work-thumbnail" src="https://attachments.academia-assets.com/88260781/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611673/Constructed_wetlands_as_a_potential_management_practice_for_cold_climate_dairy_effluent_treatment_VT_USA">Constructed wetlands as a potential management practice for cold climate dairy effluent treatment — VT, USA</a></div><div class="wp-workCard_item"><span>CATENA</span><span>, 2015</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Four horizontal subsurface flow constructed wetlands (HSSF-CW) were monitored to determine their ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Four horizontal subsurface flow constructed wetlands (HSSF-CW) were monitored to determine their efficiency at reducing the concentrations of five-day biological oxygen demand (BOD 5) and total suspended solids (TSS) from dairy farm effluents in cold climate in Vermont during the four year study period (between 2004 and 2007). This study evaluates effects of seasonal variations, wetland age, supplemental aeration and design connected in-series on BOD 5 and TSS treatment performances of CWs. Aerated CWs achieved higher BOD 5 and TSS treatment efficiencies by 8% and 5% respectively, compared with non-aerated ones. The performances of the CWs increased with increasing age, and in the best growing seasons (between April and September) of the plants. The utilization of in-series design increased BOD 5 and TSS removal efficiencies by 12% and 16%, respectively. In conclusions, the high treatment efficiency achieved by average 83% for BOD 5 and 90% for TSS presented that the CWs had a high potential as an appropriate technology for dairy farm effluents in cold climates.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ce6b7300703ff4d9895a0b84535a7207" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260781,"asset_id":82611673,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260781/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611673"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611673"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611673; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611673]").text(description); $(".js-view-count[data-work-id=82611673]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611673; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611673']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611670"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611670/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands"><img alt="Research paper thumbnail of Removal of nutrient and bacteria in pilot-scale constructed wetlands" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611670/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands">Removal of nutrient and bacteria in pilot-scale constructed wetlands</a></div><div class="wp-workCard_item"><span>Journal of Environmental Science and Health, Part A</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface f...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface flow (FWS) constructed wetland system designs were installed and evaluated to determine the effectiveness of constructed wetlands to treat tertiary effluent wastewater generated from Pasaköy Advanced Biological Wastewater Treatment Plant (PABWWTP). The average ammonia-nitrogen (NH(+)(4)) removal efficiencies of % 49 to 52% were observed in all three system designs. Average NO(-)(3) removal efficiency was approximately 58% in the SF system design, suggesting that this design had the highest denitrification rate. Total phosphorus (TP) removal efficiency was the highest (approximately 60%) in the h-SSF system, possibly due to substrate (gravel). Systems were capable of removing approximately 94% of fecal coliform (FC) bacteria. Removal rate coefficients (k(20), 1/day) in the H-SSF, the FWS and the SF systems were estimated for NH(+)(4), NO(-)(3), TP and FC. The average nutrient removal efficiencies were found higher in the summer periods except for the FC. The results of statistical analyses indicated that nutrient removals were affected by temperature, hydraulic residence time (HRT), and nitrogen loading rate (NLR).</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611670"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611670"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611670; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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</script> <div class="js-work-strip profile--work_container" data-work-id="82611664"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611664/The_ability_of_free_water_surface_constructed_wetland_system_to_treat_high_strength_domestic_wastewater_A_case_study_for_the_Mediterranean"><img alt="Research paper thumbnail of The ability of free water surface constructed wetland system to treat high strength domestic wastewater: A case study for the Mediterranean" class="work-thumbnail" src="https://attachments.academia-assets.com/88260778/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611664/The_ability_of_free_water_surface_constructed_wetland_system_to_treat_high_strength_domestic_wastewater_A_case_study_for_the_Mediterranean">The ability of free water surface constructed wetland system to treat high strength domestic wastewater: A case study for the Mediterranean</a></div><div class="wp-workCard_item"><span>Ecological Engineering</span><span>, 2012</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study evaluates a full-scale free water surface flow-constructed wetland (FWS-CW) system tha...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study evaluates a full-scale free water surface flow-constructed wetland (FWS-CW) system that was developed in 2005 to treat high strength wastewater in Garip village near Lake Egirdir in the Mediterranean (Turkey). This FWS-CW was the one of the first full-scale wastewater treatment systems of this type in Turkey and the Mediterranean, and as such represents an important reference for the application of CW systems in other regions with similar climates. This FWS-CW system consists of two stages, the first one being comprised of a 3-compartment septic system with the second one comprised of the FWS CW. The treatment efficiency of the system was found to be significantly affected by the pollutant loading rates, hydraulic retention time and temperature. Long term monitoring revealed that the system removed approximately 86%, 92%, 56% and 43% of the total suspended solids (TSS), biochemical oxygen demand (BOD), total nitrogen (TN), and total phosphorus (TP) from the high strength domestic wastewater, respectively. Therefore, this type of FWS can be applied as economical, environment-sensitive and very efficient for TSS and BOD for treating high strength domestic wastewaters. Alternative measures for improving TN and TP are discussed.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="2035a0a92da7053da49a3c3851ccd044" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260778,"asset_id":82611664,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260778/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611664"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611664"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611664; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611657"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611657/Large_scale_constructed_wetland_implementation_projects_in_Turkey_in_Salt_Lake_Special_Environmental_Protection_Area"><img alt="Research paper thumbnail of Large scale constructed wetland implementation projects in Turkey in Salt Lake Special Environmental Protection Area" class="work-thumbnail" src="https://attachments.academia-assets.com/88260772/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611657/Large_scale_constructed_wetland_implementation_projects_in_Turkey_in_Salt_Lake_Special_Environmental_Protection_Area">Large scale constructed wetland implementation projects in Turkey in Salt Lake Special Environmental Protection Area</a></div><div class="wp-workCard_item"><span>Desalination and Water Treatment</span><span>, 2013</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The lake exhibits great biodiversity of plants because the lake and its basin are a natural habitat to various types of endemic plants which are resistant to a salty environment. The lake also serves as a habitat to many kinds of birds, especially flamingos. From an economic standpoint, Salt Lake meets approximately 70% of the salt requirement for Turkey. For this reason it is of great importance to preserve the natural environment of the lake. In addition to the various activities conducted for the environmental protection of the Salt Lake, a comprehensive constructed wetland (CW) project has been prepared and implemented for the towns of Sultanhani and Altinekin, where the population is expected to reach approximately 5000 by the year 2037. It entails the largest and most important subsurface-flow constructed wetland systems(CWs) in Turkey. Many site surveying research projects have also been conducted to support this detailed CWs engineering project. Each step of the project preparation and application are detailed in this study. A great deal of experience has been gained by Turkey and Mediterranean countries on large scale CWs.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="6fcec952b35a4f80269c9f43267b5d81" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260772,"asset_id":82611657,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260772/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611657"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611657"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611657; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611459"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611459/Constructed_and_riverine_wetlands_design_considerations_for_domestic_and_agricultural_diffuse_pollution_treatment_a_case_study_from_Turkey"><img alt="Research paper thumbnail of Constructed and riverine wetlands design considerations for domestic and agricultural diffuse pollution treatment—a case study from Turkey" class="work-thumbnail" src="https://attachments.academia-assets.com/88260657/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611459/Constructed_and_riverine_wetlands_design_considerations_for_domestic_and_agricultural_diffuse_pollution_treatment_a_case_study_from_Turkey">Constructed and riverine wetlands design considerations for domestic and agricultural diffuse pollution treatment—a case study from Turkey</a></div><div class="wp-workCard_item"><span>Desalination and Water Treatment</span><span>, 2015</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In this study, a riverine constructed wetland system (RCWS) was monitored with the aim to investi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In this study, a riverine constructed wetland system (RCWS) was monitored with the aim to investigate its functionality and cost-effectiveness in treating domestic wastewater. Turkey's second biggest freshwater lake, Eg ˘irdir lake, is becoming polluted directly and indirectly with both domestic and diffuse pollution sources. In this paper we: (1) describe a water quality monitoring campaign on an existing long drainage channel where the majority of pollution originates from untreated urban sewage (2) discuss the design parameters and some considerations for a new RCWS to diminish and eliminate domestic and diffuse pollution loads originating from Gelendost and Yaka. In our design considerations, (1) we projected population increase over a 30-year period, which resulted in total 12,000 population equivalent, including the drainage network run-off originating from agriculture; (2) we aim to achieve 90% reduction in chemical oxygen demand, 70% of nitrogen (N) and 40% of total phosphorus. To achieve design objectives, we propose that the new RCWS consists of six horizontal flow CW and seven FWS systems, laid out within the drainage channel bed itself. This project would represent one of the few systems specifically designed to provide diffuse pollution treatment, and would be the first system of this kind in Turkey.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="a8242a9aedeb788d501dd27c5a6ff6c0" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260657,"asset_id":82611459,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260657/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611459"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611459"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611459; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="9978519"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands"><img alt="Research paper thumbnail of Removal of nutrient and bacteria in pilot-scale constructed wetlands" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands">Removal of nutrient and bacteria in pilot-scale constructed wetlands</a></div><div class="wp-workCard_item"><span>Journal of Environmental Science and Health Part A-toxic/hazardous Substances & Environmental Engineering</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface f...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface flow (FWS) constructed wetland system designs were installed and evaluated to determine the effectiveness of constructed wetlands to treat tertiary effluent wastewater generated from Pasaköy Advanced Biological Wastewater Treatment Plant (PABWWTP). The average ammonia-nitrogen (NH(+)(4)) removal efficiencies of % 49 to 52% were observed in all three system designs. Average NO(-)(3) removal efficiency was approximately 58% in the SF system design, suggesting that this design had the highest denitrification rate. Total phosphorus (TP) removal efficiency was the highest (approximately 60%) in the h-SSF system, possibly due to substrate (gravel). Systems were capable of removing approximately 94% of fecal coliform (FC) bacteria. Removal rate coefficients (k(20), 1/day) in the H-SSF, the FWS and the SF systems were estimated for NH(+)(4), NO(-)(3), TP and FC. The average nutrient removal efficiencies were found higher in the summer periods except for the FC. The results of statistical analyses indicated that nutrient removals were affected by temperature, hydraulic residence time (HRT), and nitrogen loading rate (NLR).</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="9978519"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="9978519"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 9978519; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=9978519]").text(description); $(".js-view-count[data-work-id=9978519]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 9978519; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='9978519']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=9978519]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":9978519,"title":"Removal of nutrient and bacteria in pilot-scale constructed wetlands","internal_url":"https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="9978507"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/9978507/Twenty_years_experience_with_constructed_wetland_systems_in_Denmark_what_did_we_learn"><img alt="Research paper thumbnail of Twenty years experience with constructed wetland systems in Denmark – what did we learn" class="work-thumbnail" src="https://attachments.academia-assets.com/36122130/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/9978507/Twenty_years_experience_with_constructed_wetland_systems_in_Denmark_what_did_we_learn">Twenty years experience with constructed wetland systems in Denmark – what did we learn</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Full scale constructed wetland systems for wastewater treatment have been in operation in Denmark...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Full scale constructed wetland systems for wastewater treatment have been in operation in Denmark since 1983, mainly for the treatment of domestic sewage from small villages. The systems are constructed as soil-based horizontal subsurface flow systems but, because of low soil hydraulic conductivity, surface runoff is evident in most of the systems. Two decades of experience show that soil-based systems are generally efficient in removing suspended solids and BOD, but the removal of nitrogen and phosphorus is lower (typically 30-50%) and the systems do not nitrify ammonium. Contrary to earlier claims, the reeds do not increase the hydraulic conductivity of cohesive soils as much as necessary to secure sub-surface flow. Operation needs of soil-based reed beds are low and normally restricted to emptying of the sedimentation tank, cleaning of the distribution system and mowing of the grass around the system. The dead plant material and accumulated litter on the surface of the systems improve performance after the initial years. A significant number of systems have been shut down or extended with other technologies in order to meet new effluent standards, particularly demands for nitrification. New constructed wetland systems are either compact vertical flow systems which provide good nitrification, willow systems with no discharge or restored wetland systems for nitrate removal. If efficient removal of phosphorus is required, this is achieved by chemical precipitation in the sedimentation tank.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="9d7efe83fb52c49daac28f8ed28e1c76" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":36122130,"asset_id":9978507,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/36122130/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="9978507"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="9978507"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 9978507; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> </div><div class="profile--tab_content_container js-tab-pane tab-pane" data-section-id="2357322" id="papers"><div class="js-work-strip profile--work_container" data-work-id="119006386"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems"><img alt="Research paper thumbnail of Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems">Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Tez (Doktora) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (PhD) -- İstan...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Tez (Doktora) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2005Thesis (PhD) -- İstanbul Technical University, Institute of Science and Technology, 2005Bu çalışmada, Pilot ölçekli yapay sulakalan sistemlerinin farklı hidrolik yüklerdeki (30, 50, 70, 80 ve 120 L/m2/gün) azot giderim kapasiteleri incelenmiştir. Bitki türlerinin arıtma verimleri üzerine etkilerini belirlemek için köklü (Canna, Cyperus, Typhia, phragmites, Juncus, Poaceae, Paspalum ve Iris), yüzücü (Valisneria, Elodea ve Egeria) ve batık (Pistia, Salvina ve Lemna) bataklık bitkileri kullanılmıştır. Bitkili YAAS (Yüzeyaltı Akışlı) ve SYAS (Serbest Su Yüzeyli) sulakalan sistemlerinin ortalama yıllık NH4-N, NO3-N, organik-N ve TN arıtma verimleri (%) sırayla, 73 ve 57, 37 ve 58, 73 ve 68, 44 ve 60’dır. Bitkili sistemlerdeki arıtma verimleri bitkisiz (kontrol) sistemlerden daha yüksektir. Köklü ve yüzücü bitkilerin TN kullanım kapasiteleri 1.20-2.84 kg/ha/gün arasında değişmektedir. Köklü ve yüzücü bitkilerde ha...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="119006386"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="119006386"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 119006386; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=119006386]").text(description); $(".js-view-count[data-work-id=119006386]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 119006386; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='119006386']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=119006386]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":119006386,"title":"Investigation Of Parameters Affecting The Nitrogen Removal In The Constructed Wetland Systems","internal_url":"https://www.academia.edu/119006386/Investigation_Of_Parameters_Affecting_The_Nitrogen_Removal_In_The_Constructed_Wetland_Systems","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611701"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611701/Yapay_Sulakalan_Sistemlerinde_Azot_Giderimini_Etkileyen_Parametrelerin_%C4%B0ncelenmesi"><img alt="Research paper thumbnail of Yapay Sulakalan Sistemlerinde Azot Giderimini Etkileyen Parametrelerin İncelenmesi" class="work-thumbnail" src="https://attachments.academia-assets.com/88260807/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611701/Yapay_Sulakalan_Sistemlerinde_Azot_Giderimini_Etkileyen_Parametrelerin_%C4%B0ncelenmesi">Yapay Sulakalan Sistemlerinde Azot Giderimini Etkileyen Parametrelerin İncelenmesi</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In Part I of this paper, we proposed and analyzed a novel algorithmic framework for the minimizat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In Part I of this paper, we proposed and analyzed a novel algorithmic framework for the minimization of a nonconvex (smooth) objective function, subject to nonconvex constraints, based on inner convex approximations. This Part II is devoted to the application of the framework to some resource allocation problems in communication networks. In particular, we consider two non-trivial case-study applications, namely: (generalizations of) i) the rate profile maximization in MIMO interference broadcast networks; and the ii) the max-min fair multicast multigroup beamforming problem in a multi-cell environment. We develop a new class of algorithms enjoying the following distinctive features: i) they are distributed across the base stations (with limited signaling) and lead to subproblems whose solutions are computable in closed form; and ii) differently from current relaxation-based schemes (e.g., semidefinite relaxation), they are proved to always converge to d-stationary solutions of the aforementioned class of nonconvex problems. Numerical results show that the proposed (distributed) schemes achieve larger worstcase rates (resp. signal-to-noise interference ratios) than state-ofthe-art centralized ones while having comparable computational complexity.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="9c588ba61132f286bdb8254360bc737a" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260807,"asset_id":82611701,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260807/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611701"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611701"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611701; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611698"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611698/Akkaya_Baraj%C4%B1n%C4%B1_Besleyen_K%C4%B1z%C4%B1lca_Karasu_Deresindeki_Bakteriyolojik_Kirlenmenin_%C4%B0ncelenmesi_Ve_Kirlili%C4%9Fin_Azalt%C4%B1lmas%C4%B1_%C4%B0%C3%A7in_%C3%87%C3%B6z%C3%BCm_%C3%96nerileri"><img alt="Research paper thumbnail of Akkaya Barajını Besleyen Kızılca (Karasu) Deresindeki Bakteriyolojik Kirlenmenin İncelenmesi Ve Kirliliğin Azaltılması İçin Çözüm Önerileri" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611698/Akkaya_Baraj%C4%B1n%C4%B1_Besleyen_K%C4%B1z%C4%B1lca_Karasu_Deresindeki_Bakteriyolojik_Kirlenmenin_%C4%B0ncelenmesi_Ve_Kirlili%C4%9Fin_Azalt%C4%B1lmas%C4%B1_%C4%B0%C3%A7in_%C3%87%C3%B6z%C3%BCm_%C3%96nerileri">Akkaya Barajını Besleyen Kızılca (Karasu) Deresindeki Bakteriyolojik Kirlenmenin İncelenmesi Ve Kirliliğin Azaltılması İçin Çözüm Önerileri</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Yuzeysel su kaynaklarinin surdurulebilir korunmasina yonelik olarak, bu kaynaklari kirleten akars...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Yuzeysel su kaynaklarinin surdurulebilir korunmasina yonelik olarak, bu kaynaklari kirleten akarsulardaki bakteriyolojik kirlenme uzerine yapilan arastirmalar buyuk bir onem arz etmektedir. Bu sebeple, Nigde Ili sinirlari icerindeki Akkaya baraj golu icin en onemli besleyici ve kirletici bir kaynak durumunda olan Kizilca deresi yuksek bakteriyel kirletici yuklemelerden dolayi asiri kirletildiginden ve kullanilamaz hale geldiginden, Ekim 2014 ve Eylul 2015 tarihleri arasinda 1 yillik sure ile mevsimlere bagli olarak gol ile onu besleyen derenin su kalitesi incelenmis ve su kirliligi mevzuatinda bildirilen kita ici su kalite standartlarina gore siniflandirmak icin su kalite parametreleri analiz edilmistir. Dere ve baraj icerisinde secilen 6 farkli istasyonda aylik olarak su ornekleri toplanmistir. Tum istasyonlardan toplanan ornekler uzerinde sicaklik, pH, Cozunmus Oksijen (CO), Fekal Koliform (F.Koli.) kirletici parametreleri analiz edilmistir. Deneysel sonuclardan elde edilen verile...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611698"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611698"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611698; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611698]").text(description); $(".js-view-count[data-work-id=82611698]").attr('title', description).tooltip(); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611685"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611685/Iconographies_suppl%C3%A9mentaires_de_larticle_Safety_and_Tolerability_of_Dalcetrapib"><img alt="Research paper thumbnail of Iconographies supplémentaires de l'article : Safety and Tolerability of Dalcetrapib" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611685/Iconographies_suppl%C3%A9mentaires_de_larticle_Safety_and_Tolerability_of_Dalcetrapib">Iconographies supplémentaires de l'article : Safety and Tolerability of Dalcetrapib</a></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611685"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611685"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611685; 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=82611685]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611685,"title":"Iconographies supplémentaires de l'article : Safety and Tolerability of Dalcetrapib","internal_url":"https://www.academia.edu/82611685/Iconographies_suppl%C3%A9mentaires_de_larticle_Safety_and_Tolerability_of_Dalcetrapib","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611683"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey"><img alt="Research paper thumbnail of Improvement of water quality in over-polluted Niğde Creek in Turkey" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey">Improvement of water quality in over-polluted Niğde Creek in Turkey</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Kizilca creek, which is one of the main sources of irrigation water in Nigde (Turkey), was extens...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Kizilca creek, which is one of the main sources of irrigation water in Nigde (Turkey), was extensively polluted due to high amount of organic matters in the point and non-point pollutant sources. This study aims to remove organic matters and improve water quality of the creek by using a pilot-scale hybrid natural wastewater treatment (NWT) system. The system consists of a combination of settling basin, free water surface constructed wetland, and overland flow (OF) system. The system was installed near the edge of the creek in 2014. Wastewater samples from the inlet and outlet of all stages of the system were collected and analyzed for temperature, pH, electrical conductivity (EC), dissolved oxygen (DO), and the suspended solid (SS) parameters. The obtained results indicated that the high organic matter loads caused the deterioration of the water quality in the creek. The system could remove up to 80%. The results showed water quality of the creek and the treatment performance of t...</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611683"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611683"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611683; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611683]").text(description); 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dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=82611683]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":82611683,"title":"Improvement of water quality in over-polluted Niğde Creek in Turkey","internal_url":"https://www.academia.edu/82611683/Improvement_of_water_quality_in_over_polluted_Ni%C4%9Fde_Creek_in_Turkey","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611680"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611680/Nitrogen_removal_in_an_aerobic_gravel_filtration_sedimentation_pond_constructed_wetland_overland_flow_system_treating_polluted_stream_waters_Effects_of_operation_parameters"><img alt="Research paper thumbnail of Nitrogen removal in an aerobic gravel filtration-sedimentation pond-constructed wetland-overland flow system treating polluted stream waters: Effects of operation parameters" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611680/Nitrogen_removal_in_an_aerobic_gravel_filtration_sedimentation_pond_constructed_wetland_overland_flow_system_treating_polluted_stream_waters_Effects_of_operation_parameters">Nitrogen removal in an aerobic gravel filtration-sedimentation pond-constructed wetland-overland flow system treating polluted stream waters: Effects of operation parameters</a></div><div class="wp-workCard_item"><span>Science of The Total Environment</span><span>, 2020</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Nitrogen pollution in streams can be controlled by serially constructing natural wastewater treat...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Nitrogen pollution in streams can be controlled by serially constructing natural wastewater treatment (NWT) systems inside streams. Therefore, a pilot-scale hybrid NWT system consisting of gravel filtration (GF), sedimentation pond (SP), gravel filtration-free water surface constructed wetland (GF-FWSCW), and gravel filtration-overland flow (GF-OF) was installed in order to prevent contamination in a stream (Nigde stream) that feeds and pollutes surface water source (Akkaya lake). The pilot-scale system was installed on a new 60 m-long channel which was located off the stream. Changes in ammonium (NH4+-N), organic nitrogen (Norg.), total nitrogen (TN), and biochemical oxygen demand (BOD) concentrations was routinely monitored in influent and effluent of all stages of the hybrid NWT system and the bottom sediment of the SP over a one-year operation period. According to the study results, while NH4+-N plus Norg. was reduced by an average of 75% (from 49,1 mg L-1 to 7,1 mg L-1), TN was reduced by an average of 85% (from 50,2 mg L-1 to 12,4 mg L-1). Colder seasons and higher hydraulic loading rates (HLRs) negatively affected nitrogen removal efficiency of the pilot-system. The use of vegetation and filter medium had a positive effect on the average removal efficiencies. The results showed that nitrogen pollution in polluted streams could be greatly reduced by establishing a NWT system in series within them.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611680"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611680"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611680; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611680]").text(description); $(".js-view-count[data-work-id=82611680]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611680; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611680']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611677"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611677/Combined_natural_wastewater_treatment_systems_for_removal_of_organic_matter_and_phosphorus_from_polluted_streams"><img alt="Research paper thumbnail of Combined natural wastewater treatment systems for removal of organic matter and phosphorus from polluted streams" class="work-thumbnail" src="https://attachments.academia-assets.com/88260783/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611677/Combined_natural_wastewater_treatment_systems_for_removal_of_organic_matter_and_phosphorus_from_polluted_streams">Combined natural wastewater treatment systems for removal of organic matter and phosphorus from polluted streams</a></div><div class="wp-workCard_item"><span>Journal of Cleaner Production</span><span>, 2019</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Natural wastewater treatment (NWT) systems may be a most suitable and economical solution method ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Natural wastewater treatment (NWT) systems may be a most suitable and economical solution method to ensure a cleaner environment and sustainable production in control of water pollution. Therefore, in this study, a NWT system was designed to reduce existing pollution in overpolluted Kızılca creek (Nigde, Turkey). Combined system consists of a settlement basin (SB), free water surface constructed wetland (FWS-CW) planted with Phragmites communis, and overland flow (OF) system planted with Italian ryegrass, respectively. The system was installed on the edge of the creek in 2014. Over-polluted creek water was treated by passing through the system, and the treated water was discharged into the creek. Total suspended solid (TSS), biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total phosphorus (TP) parameters were analyzed on samples taken from the inputs and outputs of all stages of the system. During an operating period of about 18 months, it was observed that the pollutant parameters were reduced to a great extent. Despite the high organic loading, it was determined that the treatment system could remove the TSS and the BOD up to 85%, and the TP up to 49%.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="22f4d357549209ca7acc907dd67b68d7" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260783,"asset_id":82611677,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260783/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611677"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611677"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611677; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611673"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611673/Constructed_wetlands_as_a_potential_management_practice_for_cold_climate_dairy_effluent_treatment_VT_USA"><img alt="Research paper thumbnail of Constructed wetlands as a potential management practice for cold climate dairy effluent treatment — VT, USA" class="work-thumbnail" src="https://attachments.academia-assets.com/88260781/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611673/Constructed_wetlands_as_a_potential_management_practice_for_cold_climate_dairy_effluent_treatment_VT_USA">Constructed wetlands as a potential management practice for cold climate dairy effluent treatment — VT, USA</a></div><div class="wp-workCard_item"><span>CATENA</span><span>, 2015</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Four horizontal subsurface flow constructed wetlands (HSSF-CW) were monitored to determine their ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Four horizontal subsurface flow constructed wetlands (HSSF-CW) were monitored to determine their efficiency at reducing the concentrations of five-day biological oxygen demand (BOD 5) and total suspended solids (TSS) from dairy farm effluents in cold climate in Vermont during the four year study period (between 2004 and 2007). This study evaluates effects of seasonal variations, wetland age, supplemental aeration and design connected in-series on BOD 5 and TSS treatment performances of CWs. Aerated CWs achieved higher BOD 5 and TSS treatment efficiencies by 8% and 5% respectively, compared with non-aerated ones. The performances of the CWs increased with increasing age, and in the best growing seasons (between April and September) of the plants. The utilization of in-series design increased BOD 5 and TSS removal efficiencies by 12% and 16%, respectively. In conclusions, the high treatment efficiency achieved by average 83% for BOD 5 and 90% for TSS presented that the CWs had a high potential as an appropriate technology for dairy farm effluents in cold climates.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="ce6b7300703ff4d9895a0b84535a7207" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260781,"asset_id":82611673,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260781/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611673"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611673"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611673; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611670"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/82611670/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands"><img alt="Research paper thumbnail of Removal of nutrient and bacteria in pilot-scale constructed wetlands" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/82611670/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands">Removal of nutrient and bacteria in pilot-scale constructed wetlands</a></div><div class="wp-workCard_item"><span>Journal of Environmental Science and Health, Part A</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface f...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface flow (FWS) constructed wetland system designs were installed and evaluated to determine the effectiveness of constructed wetlands to treat tertiary effluent wastewater generated from Pasaköy Advanced Biological Wastewater Treatment Plant (PABWWTP). The average ammonia-nitrogen (NH(+)(4)) removal efficiencies of % 49 to 52% were observed in all three system designs. Average NO(-)(3) removal efficiency was approximately 58% in the SF system design, suggesting that this design had the highest denitrification rate. Total phosphorus (TP) removal efficiency was the highest (approximately 60%) in the h-SSF system, possibly due to substrate (gravel). Systems were capable of removing approximately 94% of fecal coliform (FC) bacteria. Removal rate coefficients (k(20), 1/day) in the H-SSF, the FWS and the SF systems were estimated for NH(+)(4), NO(-)(3), TP and FC. The average nutrient removal efficiencies were found higher in the summer periods except for the FC. The results of statistical analyses indicated that nutrient removals were affected by temperature, hydraulic residence time (HRT), and nitrogen loading rate (NLR).</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611670"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611670"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611670; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); 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</script> <div class="js-work-strip profile--work_container" data-work-id="82611664"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611664/The_ability_of_free_water_surface_constructed_wetland_system_to_treat_high_strength_domestic_wastewater_A_case_study_for_the_Mediterranean"><img alt="Research paper thumbnail of The ability of free water surface constructed wetland system to treat high strength domestic wastewater: A case study for the Mediterranean" class="work-thumbnail" src="https://attachments.academia-assets.com/88260778/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611664/The_ability_of_free_water_surface_constructed_wetland_system_to_treat_high_strength_domestic_wastewater_A_case_study_for_the_Mediterranean">The ability of free water surface constructed wetland system to treat high strength domestic wastewater: A case study for the Mediterranean</a></div><div class="wp-workCard_item"><span>Ecological Engineering</span><span>, 2012</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">This study evaluates a full-scale free water surface flow-constructed wetland (FWS-CW) system tha...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">This study evaluates a full-scale free water surface flow-constructed wetland (FWS-CW) system that was developed in 2005 to treat high strength wastewater in Garip village near Lake Egirdir in the Mediterranean (Turkey). This FWS-CW was the one of the first full-scale wastewater treatment systems of this type in Turkey and the Mediterranean, and as such represents an important reference for the application of CW systems in other regions with similar climates. This FWS-CW system consists of two stages, the first one being comprised of a 3-compartment septic system with the second one comprised of the FWS CW. The treatment efficiency of the system was found to be significantly affected by the pollutant loading rates, hydraulic retention time and temperature. Long term monitoring revealed that the system removed approximately 86%, 92%, 56% and 43% of the total suspended solids (TSS), biochemical oxygen demand (BOD), total nitrogen (TN), and total phosphorus (TP) from the high strength domestic wastewater, respectively. Therefore, this type of FWS can be applied as economical, environment-sensitive and very efficient for TSS and BOD for treating high strength domestic wastewaters. Alternative measures for improving TN and TP are discussed.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="2035a0a92da7053da49a3c3851ccd044" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260778,"asset_id":82611664,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260778/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611664"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611664"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611664; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611657"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611657/Large_scale_constructed_wetland_implementation_projects_in_Turkey_in_Salt_Lake_Special_Environmental_Protection_Area"><img alt="Research paper thumbnail of Large scale constructed wetland implementation projects in Turkey in Salt Lake Special Environmental Protection Area" class="work-thumbnail" src="https://attachments.academia-assets.com/88260772/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611657/Large_scale_constructed_wetland_implementation_projects_in_Turkey_in_Salt_Lake_Special_Environmental_Protection_Area">Large scale constructed wetland implementation projects in Turkey in Salt Lake Special Environmental Protection Area</a></div><div class="wp-workCard_item"><span>Desalination and Water Treatment</span><span>, 2013</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The ...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Salt Lake, in ecological and economical terms, is one of the most important lakes in Turkey. The lake exhibits great biodiversity of plants because the lake and its basin are a natural habitat to various types of endemic plants which are resistant to a salty environment. The lake also serves as a habitat to many kinds of birds, especially flamingos. From an economic standpoint, Salt Lake meets approximately 70% of the salt requirement for Turkey. For this reason it is of great importance to preserve the natural environment of the lake. In addition to the various activities conducted for the environmental protection of the Salt Lake, a comprehensive constructed wetland (CW) project has been prepared and implemented for the towns of Sultanhani and Altinekin, where the population is expected to reach approximately 5000 by the year 2037. It entails the largest and most important subsurface-flow constructed wetland systems(CWs) in Turkey. Many site surveying research projects have also been conducted to support this detailed CWs engineering project. Each step of the project preparation and application are detailed in this study. A great deal of experience has been gained by Turkey and Mediterranean countries on large scale CWs.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="6fcec952b35a4f80269c9f43267b5d81" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260772,"asset_id":82611657,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260772/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611657"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611657"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611657; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=82611657]").text(description); $(".js-view-count[data-work-id=82611657]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 82611657; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='82611657']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (true){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="82611459"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/82611459/Constructed_and_riverine_wetlands_design_considerations_for_domestic_and_agricultural_diffuse_pollution_treatment_a_case_study_from_Turkey"><img alt="Research paper thumbnail of Constructed and riverine wetlands design considerations for domestic and agricultural diffuse pollution treatment—a case study from Turkey" class="work-thumbnail" src="https://attachments.academia-assets.com/88260657/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/82611459/Constructed_and_riverine_wetlands_design_considerations_for_domestic_and_agricultural_diffuse_pollution_treatment_a_case_study_from_Turkey">Constructed and riverine wetlands design considerations for domestic and agricultural diffuse pollution treatment—a case study from Turkey</a></div><div class="wp-workCard_item"><span>Desalination and Water Treatment</span><span>, 2015</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">In this study, a riverine constructed wetland system (RCWS) was monitored with the aim to investi...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">In this study, a riverine constructed wetland system (RCWS) was monitored with the aim to investigate its functionality and cost-effectiveness in treating domestic wastewater. Turkey's second biggest freshwater lake, Eg ˘irdir lake, is becoming polluted directly and indirectly with both domestic and diffuse pollution sources. In this paper we: (1) describe a water quality monitoring campaign on an existing long drainage channel where the majority of pollution originates from untreated urban sewage (2) discuss the design parameters and some considerations for a new RCWS to diminish and eliminate domestic and diffuse pollution loads originating from Gelendost and Yaka. In our design considerations, (1) we projected population increase over a 30-year period, which resulted in total 12,000 population equivalent, including the drainage network run-off originating from agriculture; (2) we aim to achieve 90% reduction in chemical oxygen demand, 70% of nitrogen (N) and 40% of total phosphorus. To achieve design objectives, we propose that the new RCWS consists of six horizontal flow CW and seven FWS systems, laid out within the drainage channel bed itself. This project would represent one of the few systems specifically designed to provide diffuse pollution treatment, and would be the first system of this kind in Turkey.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="a8242a9aedeb788d501dd27c5a6ff6c0" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":88260657,"asset_id":82611459,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/88260657/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="82611459"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="82611459"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 82611459; 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$(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="9978519"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" rel="nofollow" href="https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands"><img alt="Research paper thumbnail of Removal of nutrient and bacteria in pilot-scale constructed wetlands" class="work-thumbnail" src="https://a.academia-assets.com/images/blank-paper.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" rel="nofollow" href="https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands">Removal of nutrient and bacteria in pilot-scale constructed wetlands</a></div><div class="wp-workCard_item"><span>Journal of Environmental Science and Health Part A-toxic/hazardous Substances & Environmental Engineering</span><span>, 2007</span></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface f...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Three pilot-scale horizontal-subsurface flow (H-SSF), surface flow (SF), and free water surface flow (FWS) constructed wetland system designs were installed and evaluated to determine the effectiveness of constructed wetlands to treat tertiary effluent wastewater generated from Pasaköy Advanced Biological Wastewater Treatment Plant (PABWWTP). The average ammonia-nitrogen (NH(+)(4)) removal efficiencies of % 49 to 52% were observed in all three system designs. Average NO(-)(3) removal efficiency was approximately 58% in the SF system design, suggesting that this design had the highest denitrification rate. Total phosphorus (TP) removal efficiency was the highest (approximately 60%) in the h-SSF system, possibly due to substrate (gravel). Systems were capable of removing approximately 94% of fecal coliform (FC) bacteria. Removal rate coefficients (k(20), 1/day) in the H-SSF, the FWS and the SF systems were estimated for NH(+)(4), NO(-)(3), TP and FC. The average nutrient removal efficiencies were found higher in the summer periods except for the FC. The results of statistical analyses indicated that nutrient removals were affected by temperature, hydraulic residence time (HRT), and nitrogen loading rate (NLR).</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="9978519"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="9978519"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 9978519; window.Academia.workViewCountsFetcher.queue(workId, function (count) { var description = window.$h.commaizeInt(count) + " " + window.$h.pluralize(count, 'View'); $(".js-view-count[data-work-id=9978519]").text(description); $(".js-view-count[data-work-id=9978519]").attr('title', description).tooltip(); }); });</script></span></span><span><span class="percentile-widget hidden"><span class="u-mr2x work-percentile"></span></span><script>$(function () { var workId = 9978519; window.Academia.workPercentilesFetcher.queue(workId, function (percentileText) { var container = $(".js-work-strip[data-work-id='9978519']"); container.find('.work-percentile').text(percentileText.charAt(0).toUpperCase() + percentileText.slice(1)); container.find('.percentile-widget').show(); container.find('.percentile-widget').removeClass('hidden'); }); });</script></span></div><div id="work-strip-premium-row-container"></div></div></div><script> require.config({ waitSeconds: 90 })(["https://a.academia-assets.com/assets/wow_profile-a9bf3a2bc8c89fa2a77156577594264ee8a0f214d74241bc0fcd3f69f8d107ac.js","https://a.academia-assets.com/assets/work_edit-ad038b8c047c1a8d4fa01b402d530ff93c45fee2137a149a4a5398bc8ad67560.js"], function() { // from javascript_helper.rb var dispatcherData = {} if (false){ window.WowProfile.dispatcher = window.WowProfile.dispatcher || _.clone(Backbone.Events); dispatcherData = { dispatcher: window.WowProfile.dispatcher, downloadLinkId: "-1" } } $('.js-work-strip[data-work-id=9978519]').each(function() { if (!$(this).data('initialized')) { new WowProfile.WorkStripView({ el: this, workJSON: {"id":9978519,"title":"Removal of nutrient and bacteria in pilot-scale constructed wetlands","internal_url":"https://www.academia.edu/9978519/Removal_of_nutrient_and_bacteria_in_pilot_scale_constructed_wetlands","owner_id":24263223,"coauthors_can_edit":true,"owner":{"id":24263223,"first_name":"Bilal","middle_initials":null,"last_name":"Tunçsiper","page_name":"BTunçsiper","domain_name":"independent","created_at":"2015-01-02T04:46:43.087-08:00","display_name":"Bilal Tunçsiper","url":"https://independent.academia.edu/BTun%C3%A7siper"},"attachments":[]}, dispatcherData: dispatcherData }); $(this).data('initialized', true); } }); $a.trackClickSource(".js-work-strip-work-link", "profile_work_strip") }); </script> <div class="js-work-strip profile--work_container" data-work-id="9978507"><div class="profile--work_thumbnail hidden-xs"><a class="js-work-strip-work-link" data-click-track="profile-work-strip-thumbnail" href="https://www.academia.edu/9978507/Twenty_years_experience_with_constructed_wetland_systems_in_Denmark_what_did_we_learn"><img alt="Research paper thumbnail of Twenty years experience with constructed wetland systems in Denmark – what did we learn" class="work-thumbnail" src="https://attachments.academia-assets.com/36122130/thumbnails/1.jpg" /></a></div><div class="wp-workCard wp-workCard_itemContainer"><div class="wp-workCard_item wp-workCard--title"><a class="js-work-strip-work-link text-gray-darker" data-click-track="profile-work-strip-title" href="https://www.academia.edu/9978507/Twenty_years_experience_with_constructed_wetland_systems_in_Denmark_what_did_we_learn">Twenty years experience with constructed wetland systems in Denmark – what did we learn</a></div><div class="wp-workCard_item"><span class="js-work-more-abstract-truncated">Full scale constructed wetland systems for wastewater treatment have been in operation in Denmark...</span><a class="js-work-more-abstract" data-broccoli-component="work_strip.more_abstract" data-click-track="profile-work-strip-more-abstract" href="javascript:;"><span> more </span><span><i class="fa fa-caret-down"></i></span></a><span class="js-work-more-abstract-untruncated hidden">Full scale constructed wetland systems for wastewater treatment have been in operation in Denmark since 1983, mainly for the treatment of domestic sewage from small villages. The systems are constructed as soil-based horizontal subsurface flow systems but, because of low soil hydraulic conductivity, surface runoff is evident in most of the systems. Two decades of experience show that soil-based systems are generally efficient in removing suspended solids and BOD, but the removal of nitrogen and phosphorus is lower (typically 30-50%) and the systems do not nitrify ammonium. Contrary to earlier claims, the reeds do not increase the hydraulic conductivity of cohesive soils as much as necessary to secure sub-surface flow. Operation needs of soil-based reed beds are low and normally restricted to emptying of the sedimentation tank, cleaning of the distribution system and mowing of the grass around the system. The dead plant material and accumulated litter on the surface of the systems improve performance after the initial years. A significant number of systems have been shut down or extended with other technologies in order to meet new effluent standards, particularly demands for nitrification. New constructed wetland systems are either compact vertical flow systems which provide good nitrification, willow systems with no discharge or restored wetland systems for nitrate removal. If efficient removal of phosphorus is required, this is achieved by chemical precipitation in the sedimentation tank.</span></div><div class="wp-workCard_item wp-workCard--actions"><span class="work-strip-bookmark-button-container"></span><a id="9d7efe83fb52c49daac28f8ed28e1c76" class="wp-workCard--action" rel="nofollow" data-click-track="profile-work-strip-download" data-download="{"attachment_id":36122130,"asset_id":9978507,"asset_type":"Work","button_location":"profile"}" href="https://www.academia.edu/attachments/36122130/download_file?s=profile"><span><i class="fa fa-arrow-down"></i></span><span>Download</span></a><span class="wp-workCard--action visible-if-viewed-by-owner inline-block" style="display: none;"><span class="js-profile-work-strip-edit-button-wrapper profile-work-strip-edit-button-wrapper" data-work-id="9978507"><a class="js-profile-work-strip-edit-button" tabindex="0"><span><i class="fa fa-pencil"></i></span><span>Edit</span></a></span></span></div><div class="wp-workCard_item wp-workCard--stats"><span><span><span class="js-view-count view-count u-mr2x" data-work-id="9978507"><i class="fa fa-spinner fa-spin"></i></span><script>$(function () { var workId = 9978507; 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