{"id":40712,"date":"2025-09-25T17:01:59","date_gmt":"2025-09-25T09:01:59","guid":{"rendered":"https:\/\/stark-water.com\/?p=40712"},"modified":"2025-09-25T17:02:01","modified_gmt":"2025-09-25T09:02:01","slug":"pengolahan-air-limbah-telur-abad","status":"publish","type":"post","link":"https:\/\/stark-water.com\/id\/blog\/pengolahan-air-limbah-telur-abad\/","title":{"rendered":"Pengolahan Air Limbah Telur Abad Pertengahan: Menetralkan Air Garam pH 14 dengan Aman"},"content":{"rendered":"<p><strong>Pengolahan air limbah telur abad<\/strong>&nbsp;menangani air garam yang sangat kaustik (sering kali mendekati pH 14), salinitas tinggi, padatan tersuspensi, protein, dan minyak\/lemak dari pencucian dan pengelupasan. Panduan ini menjelaskan dua rangkaian proses yang telah terbukti, kontrol pH yang aman, rentang desain yang dapat Anda uji coba, dan apa yang harus dipantau mulai dari awal hingga kondisi stabil.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Mengapa Pengolahan Air Limbah Telur Century Menantang<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>pH sangat tinggi<\/strong>\u00a0dari NaOH \/ Ca(OH)<sub>2<\/sub>\u00a0bumbu perendam - harus dinetralkan secara terkendali (tidak pernah dengan pengenceran).<\/li>\n\n\n\n<li><strong>Salinitas tinggi (air garam)<\/strong>\u00a0- Tekanan osmotik menghambat biologi anaerobik\/ aerobik jika aliran terkuat tidak dipisahkan.<\/li>\n\n\n\n<li><strong>Organik<\/strong>\u00a0- protein\/peptida dan residu rendaman mendorong COD\/BOD.<\/li>\n\n\n\n<li><strong>SS &amp; KABUT<\/strong>\u00a0- denda cangkang dan minyak sering kali membutuhkan klarifikasi front-end atau DAF.<\/li>\n<\/ul>\n\n\n\n<figure class=\"wp-block-image size-large\"><img fetchpriority=\"high\" decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-1024x683.webp\" alt=\"pengolahan air limbah telur abad1\" class=\"wp-image-40728\" title=\"\" srcset=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-1024x683.webp 1024w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-300x200.webp 300w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-768x512.webp 768w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-18x12.webp 18w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1-600x400.webp 600w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment1.webp 1536w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">pengolahan air limbah telur abad1<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Opsi Proses Pengolahan Air Limbah Telur Century<\/h2>\n\n\n\n<h3 class=\"wp-block-heading\">Opsi 1 - Penyesuaian pH \u2192 Koagulasi \/ Flok \u2192 Anaerobik \u2192 Aerobik \u2192 Klarifikasi<\/h3>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Penyetaraan (EQ)<\/strong>: aliran\/beban penyangga; mixer + kontrol level; probe konduktivitas direkomendasikan.<\/li>\n\n\n\n<li><strong>Netralisasi<\/strong>dosis asam (HCl atau CO<sub>2<\/sub>) dengan probe pH ganda dan pompa yang saling bertautan; target pH 6,8-7,5 sebelum koagulasi.<\/li>\n\n\n\n<li><strong>Koagulasi\/Flokulasi<\/strong>: PAC \/ FeCl<sub>3<\/sub>\u00a0+ polimer; tambahkan\u00a0<strong>DAF<\/strong>\u00a0ketika kabut tebal atau diperlukan pengambilan padatan yang cepat.<\/li>\n\n\n\n<li><strong>Anaerobik (UASB \/ AnMBR)<\/strong>penghilangan COD tingkat tinggi dan biogas; menjaga salinitas pakan dalam batas-batas yang disesuaikan.<\/li>\n\n\n\n<li><strong>Pemolesan aerobik (A\/O, SBR atau MBR)<\/strong>tutup BOD\/SS; nitrifikasi jika ada amonia.<\/li>\n\n\n\n<li><strong>Penjernih Sekunder \/ Membran<\/strong>mencapai batas padatan; filter pasir\/karbon opsional untuk pemolesan akhir.<\/li>\n<\/ol>\n\n\n\n<p><em>Kekuatan:<\/em>&nbsp;OPEX rendah (kredit biogas), baik untuk aliran menengah-besar.&nbsp;<em>Awas:<\/em>&nbsp;HRT yang lebih lama, biologi membutuhkan kontrol salinitas.<\/p>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-1024x683.webp\" alt=\"pengolahan air limbah telur abad2\" class=\"wp-image-40727\" title=\"\" srcset=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-1024x683.webp 1024w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-300x200.webp 300w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-768x512.webp 768w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-18x12.webp 18w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2-600x400.webp 600w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment2.webp 1536w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">pengolahan air limbah telur abad2<\/figcaption><\/figure>\n\n\n\n<h3 class=\"wp-block-heading\">Opsi 2 - Jalur Pemisahan Air Garam + Aliran Utama Fisikokimia + MBR Aerobik<\/h3>\n\n\n\n<ol class=\"wp-block-list\">\n<li><strong>Jalur khusus air garam<\/strong>Kumpulkan bumbu terkuat secara terpisah; lakukan\u00a0<strong>netralisasi khusus<\/strong>\u00a0dalam tangki kecil dengan torsi tinggi; pencampuran terkontrol atau desalinasi parsial jika TDS tetap berlebihan.<\/li>\n\n\n\n<li><strong>Jalur utama<\/strong>air cuci + air garam ringan \u2192 netralisasi \u2192 gumpalan \/ gumpalan \u2192\u00a0<strong>DAF<\/strong>.<\/li>\n\n\n\n<li><strong>MBR<\/strong>pemolesan aerobik ringkas dengan SS rendah yang konsisten; tidak diperlukan penjernih terpisah.<\/li>\n<\/ol>\n\n\n\n<p><em>Kekuatan:<\/em>&nbsp;Jejak kecil, start-up lebih cepat, kuat untuk mengubah perubahan.&nbsp;<em>Pertukaran:<\/em>&nbsp;CAPEX (membran) yang lebih tinggi dan OPEX yang moderat.<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table class=\"has-fixed-layout\"><thead><tr><th>Item<\/th><th>Opsi 1<\/th><th>Opsi 2<\/th><\/tr><\/thead><tbody><tr><td>Jejak kaki<\/td><td>Sedang-besar<\/td><td>Kecil<\/td><\/tr><tr><td>Kecepatan Start-up<\/td><td>Lebih lambat (benih\/aklimatisasi)<\/td><td>Cepat<\/td><\/tr><tr><td>Toleransi Salinitas<\/td><td>Perlu kontrol yang cermat<\/td><td>Bagus (aliran terpisah)<\/td><\/tr><tr><td>OPEX<\/td><td>Rendah (kredit biogas)<\/td><td>Sedang<\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Netralisasi Aman untuk Air Garam pH-14<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>Instrumentasi<\/strong>probe pH ganda (tugas\/siaga), mixer statis atau flash, pompa dosis yang saling bertautan; perjalanan pH tinggi\/rendah meluap kembali ke EQ.<\/li>\n\n\n\n<li><strong>Pilihan asam<\/strong>: HCl kompak dan tepat; CO<sub>2<\/sub>\u00a0lebih aman dan mengurangi overshoot (membentuk bikarbonat). Gunakan bahan dan ventilasi yang tahan korosi.<\/li>\n\n\n\n<li><strong>Konsep kontrol<\/strong>trim pH kasar di EQ, trim halus di tangki netralisasi khusus sebelum penggumpalan\/flok.<\/li>\n\n\n\n<li><strong>Keamanan<\/strong>reaksi bersifat eksotermis; tambahkan asam ke dalam air; sediakan penampungan sekunder dan pencuci mata\/pembilas mata sebagai praktik EHS standar.<\/li>\n<\/ul>\n\n\n\n<h2 class=\"wp-block-heading\">Cara Memperkirakan Kebutuhan Asam (Titrasi \u2192 Skala Penuh)<\/h2>\n\n\n\n<ol class=\"wp-block-list\">\n<li>Ambil sampel 1 L yang sudah tercampur rata.<\/li>\n\n\n\n<li>Titrasi dengan HCl yang diketahui normalitasnya hingga pH 7,0; catat volume yang digunakan:\u00a0<strong>V_HCl<\/strong>\u00a0(liter).<\/li>\n\n\n\n<li>Untuk 1,0 N HCl: ekuivalen asam per liter =\u00a0<strong>V_HCl \u00d7 1.0<\/strong>.<\/li>\n\n\n\n<li>Kebutuhan per m\u00b3 = (ekuivalen asam per liter) \u00d7\u00a0<strong>1000<\/strong>. Jika menggunakan HCl 10 N, bagi hasilnya dengan\u00a0<strong>10<\/strong>\u00a0untuk mendapatkan liter per m\u00b3.<\/li>\n<\/ol>\n\n\n\n<p><strong>Contoh kerja (langkah demi langkah):<\/strong>&nbsp;Kebutuhan sampel 1 L&nbsp;<strong>0.20 L<\/strong>&nbsp;dari&nbsp;<strong>1,0 N HCl<\/strong>&nbsp;untuk mencapai pH 7,0.<\/p>\n\n\n\n<p>Setara dengan asam = 0,20 \u00d7 1,0 =&nbsp;<strong>0,20 mol \/ L<\/strong>.<br>Per m\u00b3 = 0,20 \u00d7 1000 =&nbsp;<strong>200 mol<\/strong>&nbsp;H\u207a setara.<br>Menggunakan&nbsp;<strong>10 N HCl<\/strong>volume per m\u00b3 = 200 \u00f7 10 =&nbsp;<strong>20 L\/m\u00b3<\/strong>.<br>Tambahkan margin kontrol 10-20%; biarkan loop PID melakukan trim halus.<\/p>\n\n\n\n<p><em>Catatan:<\/em>&nbsp;Jika Anda perlu mengonversi persen massa HCl pemasok menjadi normal, gunakan nilai SDS untuk&nbsp;<strong>wt%<\/strong>&nbsp;dan&nbsp;<strong>kepadatan<\/strong>.<br>Perkiraan untuk HCl (monoprotik):&nbsp;<code>N \u2248 (densitas \u00d7 wt% \u00d7 10) \/ 36,46<\/code>&nbsp;(densitas dalam g\/mL; wt% sebagai %). Contoh: 31% HCl pada 1,15 g\/mL \u2192 N \u2248 (1,15 \u00d7 31 \u00d7 10) \/ 36,46 \u2248 9,8 N.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\">Rentang Desain Khas (Uji Coba Sebelum Desain Akhir)<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li><strong>EQ HRT<\/strong>: 6-12 h.<\/li>\n\n\n\n<li><strong>Gumpalan\/Flok<\/strong>flash mix \\(G-t\\) \u2248 300-1000; flok \\(G-t\\) \u2248 20.000-80.000; optimalkan dengan uji tabung.<\/li>\n\n\n\n<li><strong>DAF<\/strong>pemuatan permukaan \\( \\mathrm{SLR} = Q\/A \\) = 5-10 m\u00b3-m-\u00b2-h-\u00b9; mendaur ulang 10-30%.<\/li>\n\n\n\n<li><strong>UASB \/ AnMBR<\/strong>: pemuatan organik \\( \\mathrm{OLR} = Q \\times \\mathrm{COD}_{in}\/V \\) = 1-6 kg COD-m-\u00b3-d-\u00b9; menyesuaikan diri dengan salinitas.<\/li>\n\n\n\n<li><strong>MBR<\/strong>: MLSS 6-12 g-L-\u00b9; SRT 12-25 d; memonitor TMP dan mengatur pemicu CIP.<\/li>\n\n\n\n<li><strong>pH akhir<\/strong>biasanya 6-9; COD\/BOD\/SS untuk memenuhi izin Anda atau setara dengan Standar A\/B setempat.<\/li>\n<\/ul>\n\n\n\n<figure class=\"wp-block-image size-large\"><img decoding=\"async\" width=\"1024\" height=\"683\" src=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-1024x683.webp\" alt=\"pengolahan air limbah telur abad3\" class=\"wp-image-40725\" title=\"\" srcset=\"https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-1024x683.webp 1024w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-300x200.webp 300w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-768x512.webp 768w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-18x12.webp 18w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3-600x400.webp 600w, https:\/\/stark-water.com\/wp-content\/uploads\/2025\/09\/century-egg-wastewater-treatment3.webp 1536w\" sizes=\"(max-width: 1024px) 100vw, 1024px\" \/><figcaption class=\"wp-element-caption\">pengolahan air limbah telur abad3<\/figcaption><\/figure>\n\n\n\n<h2 class=\"wp-block-heading\">Operasi &amp; Pemantauan<\/h2>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Online: pH (ganda), konduktivitas (salinitas), DO dalam tangki aerobik, ORP dalam anaerobik, tingkat antarmuka DAF, MBR TMP.<\/li>\n\n\n\n<li>Laboratorium rutin: COD, BOD<sub>5<\/sub>, SS, minyak\/gemuk; catat penggunaan bahan kimia dan volume lumpur.<\/li>\n\n\n\n<li>Lumpur: dewater (sabuk\/pelat); memisahkan aliran yang kaya akan air garam untuk pembuangan berizin.<\/li>\n<\/ul>\n\n\n\n  <section id=\"faq\">\n    <h2>PERTANYAAN YANG SERING DIAJUKAN<\/h2>\n    <details>\n      <summary>Apakah kita memerlukan tangki terpisah untuk air garam terkuat?<\/summary>\n      <p>Ya. <strong>Pemisahan<\/strong> melindungi biologi dari guncangan garam dan secara signifikan memperpendek HRT secara keseluruhan. Tangki netralisasi kecil yang didedikasikan untuk saluran air garam adalah praktik terbaik.<\/p>\n    <\/details>\n    <details>\n      <summary>HCl vs CO\u2082 - mana yang lebih baik untuk netralisasi?<\/summary>\n      <p>HCl menawarkan kontrol yang ketat dengan tapak yang kecil. CO\u2082 secara inheren lebih aman dan mengurangi overshoot; banyak pabrik menggunakan CO\u2082 untuk pemangkasan massal dan dosis HCl yang kecil untuk kontrol setpoint yang tepat.<\/p>\n    <\/details>\n    <details>\n      <summary>Bagaimana kita memilih antara Opsi 1 dan Opsi 2?<\/summary>\n      <p>Jika lahan tersedia dan OPEX jangka panjang adalah yang paling penting, pilih Opsi 1 dengan pemulihan energi anaerobik. Jika ruang terbatas, aliran bervariasi atau diperlukan komisioning yang cepat, Opsi 2 dengan pemisahan air asin + MBR lebih disukai.<\/p>\n    <\/details>\n  <\/section>\n\n  <section id=\"notice\">\n    <h2>Pemberitahuan Teknik (Baca Sebelum Anda Mendesain)<\/h2>\n    <p>\n      Nilai-nilai di atas adalah <strong>rentang tipikal<\/strong> dari latihan di bangku cadangan. Selalu lakukan verifikasi dengan <strong>titrasi<\/strong>, <strong>tes toples<\/strong> dan, jika memungkinkan, percontohan kecil sebelum desain skala penuh. Jangan mengganti pengenceran untuk perawatan. Pasang probe pH ganda, kunci pengunci dosis, ventilasi, penampungan sekunder, dan pencuci mata\/pembilas sesuai dengan praktik EHS standar.\n    <\/p>\n  <\/section>\n\n\n\n  <footer class=\"cta\">\n    <p><strong>Siap mengukur sistem Anda?<\/strong> Kirim aliran (rata-rata\/puncak), bagian air garam (total %), pH\/COD\/BOD\/SS saat ini, dan batas debit target. Kami akan mengembalikan PFD, ukuran tangki, dan penawaran anggaran.<\/p>\n    <p>Terkait: <a href=\"\/id\/solutions\/\">Solusi Air &amp; Air Limbah<\/a> - <a href=\"\/id\/product-category\/pabrik-pengolahan-air\/\">Pabrik Pengolahan<\/a> - <a href=\"\/id\/contact-us\/\">Hubungi Stark Water<\/a><\/p>\n  <\/footer>\n\n\n\n<section id=\"refs\">\n  <h2>Referensi &amp; Bacaan Lebih Lanjut<\/h2>\n  <ul>\n    <li><a href=\"https:\/\/en.wikipedia.org\/wiki\/Acid%E2%80%93base_titration\" rel=\"noopener\" target=\"_blank\">Titrasi Asam-Basa (metode bangku untuk kebutuhan netralisasi)<\/a><\/li>\n    <li><a href=\"https:\/\/en.wikipedia.org\/wiki\/Dissolved_air_flotation\" rel=\"noopener\" target=\"_blank\">Flotasi Udara Terlarut (DAF) - prinsip &amp; aplikasi<\/a><\/li>\n    <li><a href=\"https:\/\/en.wikipedia.org\/wiki\/Upflow_anaerobic_sludge_blanket_digester\" rel=\"noopener\" target=\"_blank\">UASB - pencernaan anaerobik tingkat tinggi<\/a><\/li>\n    <li><a href=\"https:\/\/en.wikipedia.org\/wiki\/Membrane_bioreactor\" rel=\"noopener\" target=\"_blank\">Bioreaktor Membran (MBR) - gambaran umum &amp; kinerja<\/a><\/li>\n  <\/ul>\n<\/section>","protected":false},"excerpt":{"rendered":"<p>Century egg wastewater treatment&nbsp;deals with extremely caustic brine (often near pH 14), high salinity, suspended solids, proteins and oil\/grease from [&hellip;]<\/p>","protected":false},"author":1,"featured_media":40732,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"_joinchat":[],"footnotes":""},"categories":[1],"tags":[],"class_list":["post-40712","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-water-treatment-industry-information"],"acf":[],"_links":{"self":[{"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/posts\/40712","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/comments?post=40712"}],"version-history":[{"count":3,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/posts\/40712\/revisions"}],"predecessor-version":[{"id":40734,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/posts\/40712\/revisions\/40734"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/media\/40732"}],"wp:attachment":[{"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/media?parent=40712"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/categories?post=40712"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/stark-water.com\/id\/wp-json\/wp\/v2\/tags?post=40712"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}