{"id":30687,"date":"2026-05-29T12:36:46","date_gmt":"2026-05-29T04:36:46","guid":{"rendered":"https:\/\/shchimay.com\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/"},"modified":"2026-05-29T12:36:46","modified_gmt":"2026-05-29T04:36:46","slug":"municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates","status":"publish","type":"post","link":"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/","title":{"rendered":"Municipal Wastewater Treatment Plants Achieving Higher Emerging Contaminant Removal Rates"},"content":{"rendered":"<div id=\"ez-toc-container\" class=\"ez-toc-v2_0_50 counter-hierarchy ez-toc-counter ez-toc-light-blue ez-toc-container-direction\">\n<div class=\"ez-toc-title-container\">\n<p class=\"ez-toc-title\">Table of Contents<\/p>\n<span class=\"ez-toc-title-toggle\"><\/span><\/div>\n<nav><ul class='ez-toc-list ez-toc-list-level-1 ' ><li class='ez-toc-page-1 ez-toc-heading-level-1'><a class=\"ez-toc-link ez-toc-heading-1\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Municipal_Wastewater_Treatment_Plants_Achieving_Higher_Emerging_Contaminant_Removal_Rates\" title=\"Municipal Wastewater Treatment Plants Achieving Higher Emerging Contaminant Removal Rates\">Municipal Wastewater Treatment Plants Achieving Higher Emerging Contaminant Removal Rates<\/a><ul class='ez-toc-list-level-2'><li class='ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-2\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Introduction_Municipal_WWTPs_and_Emerging_Contaminants\" title=\"Introduction: Municipal WWTPs and Emerging Contaminants\">Introduction: Municipal WWTPs and Emerging Contaminants<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-3\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Emerging_Contaminant_Removal_Mechanisms\" title=\"Emerging Contaminant Removal Mechanisms\">Emerging Contaminant Removal Mechanisms<\/a><ul class='ez-toc-list-level-3'><li class='ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-4\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Biological_Treatment_Performance\" title=\"Biological Treatment Performance\">Biological Treatment Performance<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-5\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Critical_Process_Parameters\" title=\"Critical Process Parameters\">Critical Process Parameters<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-6\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Multi-Parameter_Sensor_Technologies\" title=\"Multi-Parameter Sensor Technologies\">Multi-Parameter Sensor Technologies<\/a><ul class='ez-toc-list-level-3'><li class='ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-7\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#4-in-1_Multi-Parameter_Sensors\" title=\"4-in-1 Multi-Parameter Sensors\">4-in-1 Multi-Parameter Sensors<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-8\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Sensor_Network_Architecture\" title=\"Sensor Network Architecture\">Sensor Network Architecture<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-9\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Process_Control_Applications\" title=\"Process Control Applications\">Process Control Applications<\/a><ul class='ez-toc-list-level-3'><li class='ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-10\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Aeration_Basin_Optimization\" title=\"Aeration Basin Optimization\">Aeration Basin Optimization<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-11\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Nutrient_Removal_Optimization\" title=\"Nutrient Removal Optimization\">Nutrient Removal Optimization<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-12\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Case_Studies\" title=\"Case Studies\">Case Studies<\/a><ul class='ez-toc-list-level-3'><li class='ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-13\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Full-Scale_MBR_Facility_Optimization\" title=\"Full-Scale MBR Facility Optimization\">Full-Scale MBR Facility Optimization<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-3'><a class=\"ez-toc-link ez-toc-heading-14\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Conventional_Activated_Sludge_Upgrade\" title=\"Conventional Activated Sludge Upgrade\">Conventional Activated Sludge Upgrade<\/a><\/li><\/ul><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-15\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Economic_Analysis\" title=\"Economic Analysis\">Economic Analysis<\/a><\/li><li class='ez-toc-page-1 ez-toc-heading-level-2'><a class=\"ez-toc-link ez-toc-heading-16\" href=\"https:\/\/shchimay.com\/th\/municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\/#Conclusion_Multi-Parameter_Monitoring_as_Treatment_Optimization_Foundation\" title=\"Conclusion: Multi-Parameter Monitoring as Treatment Optimization Foundation\">Conclusion: Multi-Parameter Monitoring as Treatment Optimization Foundation<\/a><\/li><\/ul><\/li><\/ul><\/nav><\/div>\n<h1 id=\"municipal-wastewater-treatment-plants-achieving-higher-emerging-contaminant-removal-rates\"><span class=\"ez-toc-section\" id=\"Municipal_Wastewater_Treatment_Plants_Achieving_Higher_Emerging_Contaminant_Removal_Rates\"><\/span>Municipal Wastewater Treatment Plants Achieving Higher Emerging Contaminant Removal Rates<span class=\"ez-toc-section-end\"><\/span><\/h1>\n<p><strong>Key Takeaways:<\/strong><br \/>\n&#8211; <strong>Municipal WWTPs<\/strong> remove <strong>60-90%<\/strong> of emerging contaminants, with significant variation based on treatment technology according to <strong>Water Research Foundation 2025 Report<\/strong><br \/>\n&#8211; <strong>Multi-parameter sensor networks<\/strong> improve removal efficiency by <strong>25-40%<\/strong> through real-time process optimization<br \/>\n&#8211; <strong>4-in-1 multi-parameter sensors<\/strong> enable <strong>comprehensive monitoring<\/strong> with <strong>85% cost reduction<\/strong> compared to individual sensors<br \/>\n&#8211; <strong>Continuous monitoring<\/strong> achieves <strong>97% data availability<\/strong> for treatment optimization<br \/>\n&#8211; <strong>Sensor-based control<\/strong> reduces energy consumption by <strong>20-30%<\/strong> while improving treatment performance<\/p>\n<h2 id=\"introduction-municipal-wwtps-and-emerging-contaminants\"><span class=\"ez-toc-section\" id=\"Introduction_Municipal_WWTPs_and_Emerging_Contaminants\"><\/span>Introduction: Municipal WWTPs and Emerging Contaminants<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>Municipal wastewater treatment plants (WWTPs) serve as critical barriers against emerging contaminant release to the environment. According to <strong>Water Research Foundation 2025 Report<\/strong>, <strong>10,000+ municipal WWTPs<\/strong> in the United States collectively treat <strong>80 billion gallons daily<\/strong>, removing <strong>60-90%<\/strong> of emerging contaminants including pharmaceuticals, personal care products, and industrial chemicals. However, removal efficiency varies dramatically based on treatment technology, operational practices, and influent characteristics.<\/p>\n<p><strong>Environmental Science &amp; Technology (2024)<\/strong> documents that optimized WWTPs can achieve <strong>&gt;95% removal<\/strong> for many emerging contaminants through enhanced biological treatment, advanced oxidation, and tertiary processes. <strong>Multi-parameter sensor networks<\/strong> provide the real-time data necessary for optimizing these treatment processes.<\/p>\n<h2 id=\"emerging-contaminant-removal-mechanisms\"><span class=\"ez-toc-section\" id=\"Emerging_Contaminant_Removal_Mechanisms\"><\/span>Emerging Contaminant Removal Mechanisms<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<h3 id=\"biological-treatment-performance\"><span class=\"ez-toc-section\" id=\"Biological_Treatment_Performance\"><\/span>Biological Treatment Performance<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Water Research (2025)<\/strong> details removal mechanisms. Primary Removal Pathways include biodegradation (microbial degradation of biodegradable compounds), adsorption (attachment to biomass for hydrophobic compounds), stripping (volatilization for semi-volatile compounds), and photolysis (UV degradation in surface water receiving waters).<\/p>\n<p><strong>Treatment Stage Effectiveness:<\/strong><\/p>\n<table>\n<thead>\n<tr>\n<th>Treatment Stage<\/th>\n<th>Pharmaceutical Removal (%)<\/th>\n<th>PPCP Removal (%)<\/th>\n<th>Pesticide Removal (%)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><strong>Primary clarification<\/strong><\/td>\n<td>10-30%<\/td>\n<td>15-40%<\/td>\n<td>5-25%<\/td>\n<\/tr>\n<tr>\n<td><strong>Conventional activated sludge<\/strong><\/td>\n<td>40-70%<\/td>\n<td>50-80%<\/td>\n<td>30-60%<\/td>\n<\/tr>\n<tr>\n<td><strong>Extended aeration<\/strong><\/td>\n<td>60-85%<\/td>\n<td>70-90%<\/td>\n<td>50-75%<\/td>\n<\/tr>\n<tr>\n<td><strong>Membrane bioreactor (MBR)<\/strong><\/td>\n<td>80-95%<\/td>\n<td>85-97%<\/td>\n<td>70-90%<\/td>\n<\/tr>\n<tr>\n<td><strong>Tertiary filtration<\/strong><\/td>\n<td>85-98%<\/td>\n<td>90-99%<\/td>\n<td>80-95%<\/td>\n<\/tr>\n<tr>\n<td><strong>Advanced oxidation (O\u2083\/UV)<\/strong><\/td>\n<td>90-99%<\/td>\n<td>92-99%<\/td>\n<td>85-98%<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h3 id=\"critical-process-parameters\"><span class=\"ez-toc-section\" id=\"Critical_Process_Parameters\"><\/span>Critical Process Parameters<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Journal of Environmental Engineering (2024)<\/strong> identifies key parameters. Biological Treatment requires dissolved oxygen (DO) of 2-4 mg\/L optimal for aerobic degradation, SRT (Sludge Retention Time) of &gt;10 days for pharmaceutical removal, temperature of 15-25\u00b0C for optimal microbial activity, and pH of 6.5-8.0 for most biological processes.<\/p>\n<p>Advanced Treatment requires ozone dose of 5-15 mg\/L for oxidation, UV dose of 400-1,000 mJ\/cm\u00b2 for photolysis, hydrogen peroxide of 2-10 mg\/L for advanced oxidation, and contact time optimized based on compound-specific requirements.<\/p>\n<h2 id=\"multi-parameter-sensor-technologies\"><span class=\"ez-toc-section\" id=\"Multi-Parameter_Sensor_Technologies\"><\/span>Multi-Parameter Sensor Technologies<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<h3 id=\"4-in-1-multi-parameter-sensors\"><span class=\"ez-toc-section\" id=\"4-in-1_Multi-Parameter_Sensors\"><\/span>4-in-1 Multi-Parameter Sensors<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>ChiMay 4-in-1 multi-parameter sensors<\/strong> integrate multiple measurements. Typical Configuration includes <a href=\"\/tag\/ph-sensor\" target=\"_blank\"><strong>ph sensor<\/strong><\/a> with \u00b10.02 accuracy and 0-14 range, <a href=\"\/tag\/dissolved-oxygen-sensor\" target=\"_blank\"><strong>dissolved oxygen sensor<\/strong><\/a> with \u00b10.1 mg\/L accuracy and 0-20 mg\/L range, conductivity sensor with \u00b10.5% accuracy and 0-200 mS\/cm range, and ORP sensor with \u00b15 mV accuracy and \u00b11,000 mV range.<\/p>\n<p>Integration Benefits include single installation point reducing mounting complexity, unified data acquisition with synchronized measurements, simplified calibration with one procedure for multiple parameters, and cost advantage of 30-40% savings compared to individual sensors.<\/p>\n<p><strong>IEEE Sensors Journal (2025)<\/strong> confirms multi-parameter sensors provide <strong>equivalent accuracy<\/strong> to individual sensors when properly maintained.<\/p>\n<h3 id=\"sensor-network-architecture\"><span class=\"ez-toc-section\" id=\"Sensor_Network_Architecture\"><\/span>Sensor Network Architecture<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>SCADA Integration Guidelines<\/strong> with recommended network configuration:<\/p>\n<table>\n<thead>\n<tr>\n<th>Parameter<\/th>\n<th>Primary Location<\/th>\n<th>Secondary Location<\/th>\n<th>Critical Threshold<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><strong>pH<\/strong><\/td>\n<td>Biological reactor<\/td>\n<td>Secondary clarifier<\/td>\n<td>&lt;6.5 or &gt;8.5<\/td>\n<\/tr>\n<tr>\n<td><strong>DO<\/strong><\/td>\n<td>Aeration basin (multiple zones)<\/td>\n<td>Secondary clarifier<\/td>\n<td>&lt;1.5 mg\/L<\/td>\n<\/tr>\n<tr>\n<td><strong>Conductivity<\/strong><\/td>\n<td>Influent<\/td>\n<td>Effluent<\/td>\n<td>&gt;2,000 \u03bcS\/cm<\/td>\n<\/tr>\n<tr>\n<td><strong>Turbidity<\/strong><\/td>\n<td>Secondary effluent<\/td>\n<td>Membrane feed<\/td>\n<td>&gt;10 NTU<\/td>\n<\/tr>\n<tr>\n<td><strong>Temperature<\/strong><\/td>\n<td>Biological reactor<\/td>\n<td>Influent<\/td>\n<td>&lt;10\u00b0C or &gt;35\u00b0C<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>Communication Options include Modbus RTU\/TCP for standard industrial communication, 4-20 mA analog for direct PLC integration, Wireless (LoRaWAN) for remote installation without wiring, and OPC-UA for modern industrial IoT integration.<\/p>\n<h2 id=\"process-control-applications\"><span class=\"ez-toc-section\" id=\"Process_Control_Applications\"><\/span>Process Control Applications<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<h3 id=\"aeration-basin-optimization\"><span class=\"ez-toc-section\" id=\"Aeration_Basin_Optimization\"><\/span>Aeration Basin Optimization<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Environmental Science &amp; Technology (2024)<\/strong> presents control strategies. Zone-Based DO Control increases zone1 aeration when zone1_DO &lt;2.0 mg\/L AND zone1_NH3 &gt;1.0 mg\/L, and reduces zone3 aeration to balance.<\/p>\n<p>Benefits showed energy savings of 25-35% reduction in aeration energy, treatment improvement of 15% better ammonia removal, and sludge quality through reduced SVI through optimized DO distribution.<\/p>\n<p>Time-Based Aeration Adjustment includes peak load periods increasing aeration during high flow, low load periods reducing aeration to save energy, and diurnal patterns adjusting based on daily load variations.<\/p>\n<h3 id=\"nutrient-removal-optimization\"><span class=\"ez-toc-section\" id=\"Nutrient_Removal_Optimization\"><\/span>Nutrient Removal Optimization<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Nitrogen Removal Control<\/strong> with nitrification-denitrification balance using ammonia sensor to monitor nitrification progress, nitrate sensor to verify denitrification completion, ORP sensor to identify denitrification endpoint, and <a href=\"\/tag\/ph-sensor\" target=\"_blank\"><strong>ph sensor<\/strong><\/a> to detect biological activity changes.<\/p>\n<p>Carbon Addition Control uses COD\/BOD monitoring to determine external carbon requirement, online COD sensors for real-time methanol\/acetate dosing optimization, and achieves 30-40% less external carbon through precise dosing.<\/p>\n<h2 id=\"case-studies\"><span class=\"ez-toc-section\" id=\"Case_Studies\"><\/span>Case Studies<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<h3 id=\"full-scale-mbr-facility-optimization\"><span class=\"ez-toc-section\" id=\"Full-Scale_MBR_Facility_Optimization\"><\/span>Full-Scale MBR Facility Optimization<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Water Research (2025)<\/strong> documents comprehensive implementation at a facility with capacity of <strong>25,000 m\u00b3\/day<\/strong>, technology of membrane bioreactor with sidestream ozonation, target emerging contaminants including 45 compounds including pharmaceuticals, and monitoring including 24 multi-parameter sensors throughout treatment train.<\/p>\n<p>Sensor Network Results showed COD monitoring correlation of R\u00b2 = 0.85 with emerging contaminant load, DO optimization achieving 30% energy reduction while maintaining removal, membrane protection achieving 18-month extension of membrane life, pharmaceutical removal of 94% average (up from 78% before optimization), and annual savings of $340,000 from energy and chemical optimization.<\/p>\n<h3 id=\"conventional-activated-sludge-upgrade\"><span class=\"ez-toc-section\" id=\"Conventional_Activated_Sludge_Upgrade\"><\/span>Conventional Activated Sludge Upgrade<span class=\"ez-toc-section-end\"><\/span><\/h3>\n<p><strong>Journal of Environmental Engineering (2024)<\/strong> presents retrofit case with existing facility of conventional activated sludge serving <strong>50,000 PE<\/strong>, performance issue of inconsistent pharmaceutical removal (45-75%), and objective to achieve &gt;85% removal without major construction.<\/p>\n<p>Sensor-Based Optimization Approach installed 12 multi-parameter sensors throughout aeration basin, implemented zone-based DO control based on sensor feedback, extended SRT from 8 to 14 days based on ammonia trends, and optimized return activated sludge (RAS) based on turbidity monitoring.<\/p>\n<p>Results showed pharmaceutical removal improved from 60% to 88% average, energy consumption increased 8% due to extended aeration, sludge production increased 12% but within treatment capacity, and net annual savings of $85,000.<\/p>\n<h2 id=\"economic-analysis\"><span class=\"ez-toc-section\" id=\"Economic_Analysis\"><\/span>Economic Analysis<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p><strong>Journal of Environmental Management (2025)<\/strong> provides cost analysis for a 50,000 PE Facility. Total Capital ranges <strong>$165,000-315,000<\/strong> with Total Annual operating costs of <strong>$26,000-58,000\/year<\/strong>.<\/p>\n<p><strong>Quantifiable Benefits<\/strong> include energy savings of $60,000-150,000\/year, chemical optimization of $25,000-60,000\/year, sludge management of $15,000-40,000\/year, membrane\/equipment life of $40,000-100,000\/year, compliance confidence of $50,000-125,000\/year, and treatment performance of $30,000-80,000\/year. Typical payback is 6-14 months, or 4-10 months in high-energy-cost scenarios.<\/p>\n<h2 id=\"conclusion-multi-parameter-monitoring-as-treatment-optimization-foundation\"><span class=\"ez-toc-section\" id=\"Conclusion_Multi-Parameter_Monitoring_as_Treatment_Optimization_Foundation\"><\/span>Conclusion: Multi-Parameter Monitoring as Treatment Optimization Foundation<span class=\"ez-toc-section-end\"><\/span><\/h2>\n<p>Multi-parameter sensor networks provide the <strong>essential data foundation<\/strong> for optimizing emerging contaminant removal in municipal WWTPs. Through real-time monitoring and automated control, these sensors from established manufacturers like ChiMay enable treatment plant operators to optimize treatment processes achieving 90%+ emerging contaminant removal, reduce operational costs through energy and chemical efficiency, protect receiving waters with consistent treatment performance, and meet regulatory requirements through reliable continuous monitoring.<\/p>\n<p>For wastewater engineers and plant operators, investing in comprehensive multi-parameter monitoring represents a <strong>critical strategy<\/strong> for achieving efficient, reliable, and cost-effective treatment of emerging contaminants in municipal wastewater.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Municipal Wastewater Treatment Plants Achieving Higher Emerging Contaminant Removal Rates Key Takeaways: &#8211; Municipal WWTPs remove 60-90% of emerging contaminants, with significant variation based on treatment technology according to Water Research Foundation 2025 Report &#8211; Multi-parameter sensor networks improve removal efficiency by 25-40% through real-time process optimization &#8211; 4-in-1 multi-parameter sensors enable comprehensive monitoring with&#8230;<\/p>\n","protected":false},"author":1,"featured_media":0,"comment_status":"","ping_status":"","sticky":false,"template":"","format":"standard","meta":{"_kad_post_transparent":"","_kad_post_title":"","_kad_post_layout":"","_kad_post_sidebar_id":"","_kad_post_content_style":"","_kad_post_vertical_padding":"","_kad_post_feature":"","_kad_post_feature_position":"","_kad_post_header":false,"_kad_post_footer":false},"categories":[1],"tags":[166,11650],"translation":{"provider":"WPGlobus","version":"2.12.0","language":"th","enabled_languages":["en","zh","es","de","fr","ru","pt","ar","ja","ko","it","id","hi","th","vi","tr"],"languages":{"en":{"title":true,"content":true,"excerpt":false},"zh":{"title":false,"content":false,"excerpt":false},"es":{"title":false,"content":false,"excerpt":false},"de":{"title":false,"content":false,"excerpt":false},"fr":{"title":false,"content":false,"excerpt":false},"ru":{"title":false,"content":false,"excerpt":false},"pt":{"title":false,"content":false,"excerpt":false},"ar":{"title":false,"content":false,"excerpt":false},"ja":{"title":false,"content":false,"excerpt":false},"ko":{"title":false,"content":false,"excerpt":false},"it":{"title":false,"content":false,"excerpt":false},"id":{"title":false,"content":false,"excerpt":false},"hi":{"title":false,"content":false,"excerpt":false},"th":{"title":false,"content":false,"excerpt":false},"vi":{"title":false,"content":false,"excerpt":false},"tr":{"title":false,"content":false,"excerpt":false}}},"_links":{"self":[{"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/posts\/30687"}],"collection":[{"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/comments?post=30687"}],"version-history":[{"count":0,"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/posts\/30687\/revisions"}],"wp:attachment":[{"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/media?parent=30687"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/categories?post=30687"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/shchimay.com\/th\/wp-json\/wp\/v2\/tags?post=30687"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}