{"id":1141,"date":"2026-10-15T11:19:13","date_gmt":"2026-10-15T03:19:13","guid":{"rendered":"https:\/\/www.nolletfilter.com\/?p=1141"},"modified":"2026-10-15T11:19:13","modified_gmt":"2026-10-15T03:19:13","slug":"how-does-a-nanofiltration-membrane-compare-to-ro","status":"publish","type":"post","link":"https:\/\/www.nolletfilter.com\/ja\/how-does-a-nanofiltration-membrane-compare-to-ro\/","title":{"rendered":"How Does a Nanofiltration Membrane Compare to RO?"},"content":{"rendered":"<h2 class=\"article-h2\">Abstract<\/h2>\n<p class=\"article-p\">Selecting the right membrane technology is one of the most consequential decisions in water treatment system design. The choice between a <span style=\"color: #ff0000;\"><a style=\"color: #ff0000;\" href=\"https:\/\/www.nolletfilter.com\/ja\/products-category\/nanofiltration-membrane\/\"><strong>\u30ca\u30ce\u30d5\u30a3\u30eb\u30c8\u30ec\u30fc\u30b7\u30e7\u30f3\u819c<\/strong><\/a><\/span> and a reverse osmosis (RO) membrane directly determines energy consumption, operational complexity, regulatory compliance posture, and total cost of ownership over a system&#8217;s lifespan.<\/p>\n<p class=\"article-p\">While both technologies belong to the pressure-driven membrane separation family, they are not interchangeable. NF and RO occupy distinct performance niches defined by pore architecture, ion selectivity, and target contaminant profiles. Engineers who default to RO for every application risk over-engineering their systems and paying a significant energy penalty. Conversely, specifying NF where near-complete desalination is required will produce non-compliant permeate.<\/p>\n<p class=\"article-p\">This article provides a rigorous, side-by-side technical comparison of nanofiltration membranes versus reverse osmosis membranes across four critical dimensions: filtration mechanism, performance parameters, compliance certifications, and total cost of ownership. The goal is to equip water treatment engineers and procurement decision-makers with a clear, application-specific selection framework \u2014 whether the end use is municipal softening, industrial wastewater reuse, pharmaceutical-grade purification, or seawater desalination.<\/p>\n<hr \/>\n<h2 class=\"article-h2\">1. Filtration Mechanism: How NF and RO Membranes Work Differently<\/h2>\n<figure style=\"width: 570px\" class=\"wp-caption aligncenter\"><img fetchpriority=\"high\" decoding=\"async\" class=\"article-img\" style=\"max-width: 100%; height: 570px; display: block; margin: 16px 0px;\" title=\"\u30ca\u30ce\u30d5\u30a3\u30eb\u30c8\u30ec\u30fc\u30b7\u30e7\u30f3\u819c\" src=\"https:\/\/adweb-v3.oss-cn-beijing.aliyuncs.com\/jeditor\/blobid5_1792033354659.jpg\" alt=\"nanofiltration membrane\" width=\"570\" height=\"1024\" \/><figcaption class=\"wp-caption-text\">\u30ca\u30ce\u30d5\u30a3\u30eb\u30c8\u30ec\u30fc\u30b7\u30e7\u30f3\u819c<\/figcaption><\/figure>\n<h3 class=\"article-h3\">1.1 Pore Size, Rejection Rate &amp; Ion Selectivity<\/h3>\n<p class=\"article-p\">The most fundamental distinction between NF and RO lies in membrane pore architecture. A nanofiltration membrane operates with an effective pore size range of <strong>1\u201310 nanometers<\/strong>, placing it between ultrafiltration and RO on the membrane spectrum. RO membranes are effectively non-porous at the molecular scale, with functional pore sizes <strong>below 1 nm<\/strong>, enabling separation through a solution-diffusion mechanism rather than true size exclusion.<\/p>\n<p class=\"article-p\">This structural difference produces a critical operational consequence: <strong>ion selectivity<\/strong>. NF membranes exhibit a pronounced preference for rejecting divalent and multivalent ions (Ca\u00b2\u207a, Mg\u00b2\u207a, SO\u2084\u00b2\u207b) while allowing a significant fraction of monovalent ions (Na\u207a, Cl\u207b) to pass through. This selectivity is governed by the <strong>Donnan exclusion effect<\/strong> \u2014 the membrane&#8217;s fixed surface charge creates an electrostatic barrier that disproportionately repels higher-charge-density ions. Typical NF rejection rates reach <strong>85\u201398% for divalent ions<\/strong> but only <strong>10\u201350% for monovalent ions<\/strong> such as sodium chloride.<\/p>\n<p class=\"article-p\">RO membranes, by contrast, reject virtually all dissolved ionic species regardless of valence, achieving <strong>95\u201399.7% NaCl rejection<\/strong> and near-complete removal of TDS, heavy metals, and low-molecular-weight organics. This makes RO the mandatory choice when permeate conductivity must approach ultrapure levels.<\/p>\n<h3 class=\"article-h3\">1.2 Operating Pressure &amp; Energy Consumption<\/h3>\n<p class=\"article-p\">The pore size differential translates directly into pressure requirements and energy economics. NF systems typically operate at <strong>3\u201320 bar<\/strong>, while RO systems require <strong>10\u201380 bar<\/strong> \u2014 with seawater RO (SWRO) systems at the upper end of this range. The energy cost differential is substantial: NF systems consume approximately <strong>0.3\u20131.0 kWh\/m\u00b3<\/strong>, compared to <strong>0.5\u20133.0 kWh\/m\u00b3<\/strong> for brackish water RO and up to <strong>3.5\u20135.0 kWh\/m\u00b3<\/strong> for SWRO.<\/p>\n<p class=\"article-p\"><strong>Table 1: NF vs. RO Core Technical Parameters<\/strong><\/p>\n<table style=\"border-collapse: collapse; width: 100%; border: 1px solid #000;\">\n<thead>\n<tr>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">\u52a0\u5727\u819c\u30b7\u30b9\u30c6\u30e0<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">\u30ca\u30ce\u6ffe\u904e\uff08NF\uff09<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Reverse Osmosis (RO)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Pore Size Range<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">1\u201310 nm<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">&lt; 1 nm<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">0.5\uff5e2.0 bar\uff08\u4f4e\u5438\u7740\u529b\uff09<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">3\u201320 bar<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">10\u201380 bar<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Monovalent Ion Rejection<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">10\u201350%<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">95\u201399.7%<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Divalent Ion Rejection<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">85\u201398%<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">97\u201399.9%<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Typical TDS Rejection<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">40\u201380%<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">90\u201399.7%<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">2.5\uff5e4.0 kWh\/m\u00b3<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">0.3\u20131.0 kWh\/m\u00b3<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">0.5\u20135.0 kWh\/m\u00b3<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<hr \/>\n<h2 class=\"article-h2\">2. Performance Parameters &amp; Technical Specifications<\/h2>\n<h3 class=\"article-h3\">2.1 Rejection Performance: Hardness, TDS &amp; Micropollutants<\/h3>\n<p class=\"article-p\">NF membranes deliver high-efficiency removal of water hardness ions, making them the preferred technology for <strong>softening applications<\/strong> where calcium and magnesium reduction is the primary objective. Beyond hardness, NF demonstrates strong rejection of natural organic matter (NOM), humic acids, pesticides, and synthetic dyes \u2014 contaminant classes with molecular weights typically in the <strong>200\u20131,000 Da range<\/strong>. This makes NF particularly effective in agricultural runoff treatment, textile wastewater decolorization, and surface water conditioning.<\/p>\n<p class=\"article-p\">RO membranes are the unambiguous choice when <strong>total dissolved solids (TDS) reduction<\/strong> is the governing requirement. With rejection rates exceeding 99% for NaCl, heavy metals (Pb\u00b2\u207a, Cd\u00b2\u207a, As\u00b3\u207a), and low-molecular-weight contaminants including boron and fluoride, RO is the only membrane technology capable of producing water meeting WHO drinking water guidelines from high-salinity sources. For pharmaceutical and semiconductor applications requiring resistivity above 1 M\u03a9\u00b7cm, RO \u2014 often followed by electrodeionization (EDI) \u2014 remains non-negotiable.<\/p>\n<h3 class=\"article-h3\">2.2 Flux Rate, Recovery Rate &amp; Fouling Tendency<\/h3>\n<p class=\"article-p\">NF membranes consistently achieve <strong>higher permeate flux<\/strong> at equivalent operating pressures compared to RO, and system recovery rates of <strong>60\u201385%<\/strong> are routinely attained in well-designed NF installations. This higher recovery reduces concentrate disposal volumes and associated costs \u2014 a meaningful operational advantage in water-scarce regions.<\/p>\n<p class=\"article-p\">RO systems, particularly those treating high-TDS or scaling-prone feed waters, face greater challenges with <strong>concentration polarization and mineral scaling<\/strong> (CaCO\u2083, CaSO\u2084, BaSO\u2084). This necessitates more aggressive antiscalant dosing, acid addition for pH adjustment, and more frequent chemical cleaning in place (CIP) cycles. NF&#8217;s lower operating pressure also reduces membrane compaction over time, contributing to a more stable long-term flux profile. Recovery rates for brackish water RO typically range from <strong>50\u201375%<\/strong>, with SWRO systems often limited to <strong>35\u201350%<\/strong>.<\/p>\n<hr \/>\n<h2 class=\"article-h2\">3. Compliance Standards &amp; Certifications<\/h2>\n<h3 class=\"article-h3\">3.1 Industry &amp; Regulatory Standards<\/h3>\n<p class=\"article-p\">Both NF and RO membranes used in potable water applications must comply with a common set of regulatory frameworks. <strong>NSF\/ANSI 58<\/strong> is the primary standard for point-of-use and point-of-entry reverse osmosis and nanofiltration systems in North America, covering materials safety, structural integrity, and contaminant reduction claims. <strong>ISO 19458<\/strong> governs water sampling for microbiological analysis and informs system validation protocols. <strong>ASTM D6161<\/strong> provides standardized test methods for membrane performance characterization.<\/p>\n<p class=\"article-p\">For industrial wastewater discharge, compliance requirements diverge based on effluent destination. Municipal discharge must meet local pretreatment standards (e.g., EPA 40 CFR Part 403 in the US), while direct surface water discharge triggers more stringent limits on TDS, heavy metals, and priority pollutants. NF systems treating process water for reuse must demonstrate consistent rejection performance under variable feed conditions to satisfy environmental permit requirements.<\/p>\n<h3 class=\"article-h3\">3.2 Application-Specific Certification Requirements<\/h3>\n<p class=\"article-p\"><strong>Food and beverage applications<\/strong> require membrane materials to comply with FDA 21 CFR regulations governing food contact substances, and in the EU, EC 1935\/2004 applies. Membrane manufacturers supplying dairy processors, breweries, and beverage producers must provide full material traceability and extraction test data.<\/p>\n<p class=\"article-p\"><strong>Pharmaceutical-grade water systems<\/strong> (Purified Water and Water for Injection) are governed by USP &lt;1231&gt;, EP 2.6.1, and cGMP guidelines. NF membranes used as pretreatment stages in pharmaceutical plants must be validated for consistent rejection performance and extractables\/leachables profiles. <strong>CE marking<\/strong> is applicable for pressure equipment components in the EU under the Pressure Equipment Directive (PED 2014\/68\/EU), while FDA 510(k) clearance applies to certain medical device water system components in the US market.<\/p>\n<hr \/>\n<h2 class=\"article-h2\">4. Application Scenarios &amp; Total Cost of Ownership<\/h2>\n<h3 class=\"article-h3\">4.1 Typical Industrial &amp; Municipal Use Cases<\/h3>\n<p class=\"article-p\">NF membranes are optimally deployed where <strong>selective ion removal<\/strong> or <strong>organic contaminant reduction<\/strong> is required without the energy burden of full desalination:<\/p>\n<ul class=\"article-ul\">\n<li class=\"article-li\"><strong>Municipal water softening<\/strong>: Replacing lime-soda softening with NF reduces chemical consumption and sludge generation<\/li>\n<li class=\"article-li\"><strong>Textile and dye wastewater<\/strong>: High color removal (&gt;95%) with moderate TDS reduction<\/li>\n<li class=\"article-li\"><strong>Dairy processing<\/strong>: Whey concentration and lactose separation<\/li>\n<li class=\"article-li\"><strong>Agricultural water reuse<\/strong>: Pesticide and nitrate reduction while retaining beneficial minerals<\/li>\n<li class=\"article-li\"><strong>Groundwater remediation<\/strong>: Hardness and NOM reduction for potable reuse<\/li>\n<\/ul>\n<p class=\"article-p\">RO membranes are the correct specification when <strong>near-complete dissolved solids removal<\/strong> is the design target:<\/p>\n<ul class=\"article-ul\">\n<li class=\"article-li\"><strong>Seawater desalination<\/strong>: SWRO plants serving coastal municipalities<\/li>\n<li class=\"article-li\"><strong>Ultrapure water production<\/strong>: Semiconductor fabs, power plant boiler feedwater<\/li>\n<li class=\"article-li\"><strong>Brackish groundwater treatment<\/strong>: Inland desalination for arid region water supply<\/li>\n<li class=\"article-li\"><strong>Pharmaceutical purified water systems<\/strong>: Upstream RO stage for USP-compliant water<\/li>\n<\/ul>\n<h3 class=\"article-h3\">4.2 CapEx, OpEx &amp; ROI Comparison<\/h3>\n<p class=\"article-p\"><strong>Table 2: Application-Based TCO Comparison \u2014 NF vs. RO<\/strong><\/p>\n<table style=\"border-collapse: collapse; width: 100%; border: 1px solid #000;\">\n<thead>\n<tr>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">\u7528\u9014<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Recommended Membrane<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Typical CapEx Index<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Annual OpEx Index<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Membrane Lifespan<\/th>\n<th style=\"border: 1px solid #000; padding: 8px; background-color: #eee;\">Feed Water TDS Range<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Municipal softening<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">NF<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Low\u2013Medium<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">\u4f4e\u3044<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">3\uff5e5\u5e74<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">200\u20131,500 mg\/L<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Textile wastewater reuse<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">NF<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Medium<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Low\u2013Medium<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">\u3053\u306e\u6bd4\u8f03\u306f\u306a\u305c<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">1,000\u20135,000 mg\/L<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Brackish water desalination<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">RO<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Medium\u2013High<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Medium<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">3\uff5e5\u5e74<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">1,000\u201310,000 mg\/L<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Seawater desalination<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">RO (SWRO)<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">\u9ad8\u3044<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">\u9ad8\u3044<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">7\u201310 years<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">30,000\u201345,000 mg\/L<\/td>\n<\/tr>\n<tr>\n<td style=\"border: 1px solid #000; padding: 8px;\">Pharmaceutical PW system<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">RO + EDI<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">\u9ad8\u3044<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">Medium\u2013High<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">3\uff5e5\u5e74<\/td>\n<td style=\"border: 1px solid #000; padding: 8px;\">&lt; 500 mg\/L<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p class=\"article-p\">NF systems carry a <strong>15\u201330% lower capital cost<\/strong> per unit membrane area compared to equivalent RO configurations, driven by lower-pressure-rated housings, smaller pump frames, and reduced pretreatment requirements. The energy savings of 40\u201360% over RO at equivalent flow rates translate into significant OpEx reductions over a 10-year system life. For applications where feed water TDS is below 2,000 mg\/L and partial demineralization is acceptable, NF consistently delivers a <strong>lower total cost of ownership<\/strong> with faster payback periods.<\/p>\n<hr \/>\n<h2 class=\"article-h2\">FAQ<\/h2>\n<p class=\"article-p\"><strong>Q1: When should I choose a nanofiltration membrane over reverse osmosis for industrial water treatment?<\/strong><\/p>\n<p class=\"article-p\">Choose NF when your water quality objective is hardness reduction, color removal, or micropollutant rejection \u2014 not near-complete desalination. If your target permeate TDS is above 100\u2013200 mg\/L and your feed water TDS is below 2,000 mg\/L, NF will deliver the required treatment outcome at significantly lower energy and capital cost. Applications like municipal softening, food processing, and agricultural reuse are classic NF territories.<\/p>\n<p class=\"article-p\"><strong>Q2: What is the real energy cost difference between NF and RO systems at scale?<\/strong><\/p>\n<p class=\"article-p\">At a 10,000 m\u00b3\/day municipal scale, the energy differential between NF (0.5 kWh\/m\u00b3) and brackish water RO (1.5 kWh\/m\u00b3) amounts to approximately <strong>10,000 kWh\/day<\/strong> \u2014 translating to $200,000\u2013$400,000 in annual electricity costs at industrial tariff rates. For seawater RO at 4.0 kWh\/m\u00b3, the gap widens further. Energy recovery devices can partially close this gap for RO, but NF retains a structural energy advantage for lower-salinity feed waters.<\/p>\n<p class=\"article-p\"><strong>Q3: Can a nanofiltration membrane meet drinking water standards without a downstream RO stage?<\/strong><\/p>\n<p class=\"article-p\">Yes, in many cases. For surface water or groundwater with TDS below 500 mg\/L, NF can produce permeate meeting WHO and EU Drinking Water Directive standards for hardness, NOM, pesticides, and microbial indicators. However, if the source water contains elevated sodium chloride, nitrates, or heavy metals, a downstream RO stage or alternative polishing step is required to achieve full compliance.<\/p>\n<hr \/>\n<h2 class=\"article-h2\">\u7d50\u8ad6<\/h2>\n<p class=\"article-p\">The NF vs. RO decision is not a question of which technology is superior \u2014 it is a question of <strong>fit-to-application<\/strong>. Nanofiltration membranes deliver compelling advantages in energy efficiency, operational simplicity, and total cost of ownership for applications requiring selective divalent ion rejection, organic contaminant removal, or partial TDS reduction from low-to-moderate salinity feed waters. Reverse osmosis remains the definitive solution where near-complete desalination, ultrapure water production, or compliance with stringent TDS limits is non-negotiable.<\/p>\n<p class=\"article-p\">For procurement teams and system designers, the selection framework is straightforward: define your permeate quality target, characterize your feed water TDS and contaminant profile, then map these parameters against the rejection performance curves of each technology. Where NF performance meets the specification, the lower CapEx, reduced energy consumption, and simplified pretreatment requirements make it the commercially superior choice. Where it does not, RO&#8217;s unmatched rejection performance justifies the additional investment.<\/p>\n<p class=\"article-p\">Engaging a membrane supplier with documented performance data across both NF and RO product lines \u2014 and validated application experience in your specific industry \u2014 remains the most reliable path to an optimized system design.<\/p>","protected":false},"excerpt":{"rendered":"<p>Compare nanofiltration membranes and RO membranes for filtration efficiency, ion rejection, energy consumption, operating costs, and industrial water treatment applications.<\/p>","protected":false},"author":1,"featured_media":1140,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[1],"tags":[259,258,257,260],"class_list":["post-1141","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-industry-news","tag-nanofiltration-membrane-filtration-performance","tag-nanofiltration-vs-reverse-osmosis-differences","tag-nf-vs-ro-membrane-comparison","tag-reverse-osmosis-vs-nanofiltration-water-treatment"],"acf":[],"_links":{"self":[{"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/posts\/1141","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/comments?post=1141"}],"version-history":[{"count":0,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/posts\/1141\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/media\/1140"}],"wp:attachment":[{"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/media?parent=1141"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/categories?post=1141"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.nolletfilter.com\/ja\/wp-json\/wp\/v2\/tags?post=1141"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}