{"id":7503,"date":"2026-08-16T13:43:55","date_gmt":"2026-08-16T06:43:55","guid":{"rendered":"https:\/\/www.lautanairindonesia.com\/?p=7503"},"modified":"2026-08-31T14:13:39","modified_gmt":"2026-08-31T07:13:39","slug":"coagulant-overdosing","status":"publish","type":"post","link":"https:\/\/www.lautanairindonesia.com\/id\/publication\/coagulant-overdosing\/","title":{"rendered":"Coagulant Overdosing: Mengapa Dosis Koagulan Berlebih Dapat Menurunkan Kinerja Pengolahan"},"content":{"rendered":"<p class=\"wp-block-paragraph\">Coagulant overdosing dapat menurunkan kinerja pengolahan, bukan justru meningkatkannya. Meskipun meningkatkan dosis koagulan pada awalnya dapat membantu menurunkan turbidity dan suspended solids, dosis yang berlebihan dapat menyebabkan partikel kembali stabil, meningkatkan pembentukan sludge, menaikkan konsumsi bahan kimia, dan membuat proses pengolahan berikutnya menjadi lebih sulit.&nbsp;<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Solusinya bukan sekadar menambahkan lebih banyak bahan kimia, tetapi menentukan dan mempertahankan dosis koagulan yang optimum berdasarkan kualitas air aktual dan kinerja proses.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Mengapa Coagulant Overdosing Dapat Menurunkan Kinerja Pengolahan<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Koagulasi bekerja dengan mendestabilisasi partikel yang sebelumnya sulit dipisahkan karena adanya muatan pada permukaannya. Ketika dosis koagulan sesuai, partikel dapat bergabung membentuk flok yang lebih besar sehingga lebih mudah dipisahkan melalui sedimentasi, flotasi, atau filtrasi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Namun, terdapat rentang dosis optimum. Setelah melewati rentang tersebut, penambahan koagulan tidak selalu meningkatkan removal. Penelitian mengenai enhanced coagulation menunjukkan bahwa strategi dan dosis koagulan perlu disesuaikan untuk mencapai pembentukan flok yang efektif sekaligus meminimalkan residual dan penggunaan bahan kimia.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Dalam operasional, coagulant overdosing dapat ditandai dengan:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Turbidity meningkat setelah sebelumnya membaik<\/li>\n\n\n\n<li>Flok menjadi lebih kecil atau lebih lemah<\/li>\n\n\n\n<li>Proses settling menjadi lebih lambat<\/li>\n\n\n\n<li>Meningkatnya residual koagulan atau kandungan logam dalam air<\/li>\n\n\n\n<li>Perubahan pH atau alkalinitas yang tidak diharapkan<\/li>\n\n\n\n<li>Volume sludge meningkat tanpa peningkatan kualitas air yang sebanding<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Artinya, dosis bahan kimia yang lebih tinggi tidak selalu berarti proses pengolahan yang lebih baik.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Baca Juga: <a href=\"https:\/\/www.lautanairindonesia.com\/id\/publication\/inorganic-vs-organic-coagulant\/\" target=\"_blank\" rel=\"noreferrer noopener\">Koagulan Anorganik vs Organik: Memilih Koagulan yang Tepat<\/a><\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Restabilization: Ketika Dosis Koagulan Berlebih Membalikkan Proses<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Salah satu risiko utama coagulant overdosing adalah restabilization atau partikel yang kembali stabil.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Banyak partikel koloid memiliki muatan permukaan negatif sehingga secara alami saling tolak. Koagulan bekerja dengan menetralkan muatan tersebut sehingga partikel menjadi tidak stabil dan dapat bertumbukan untuk membentuk flok. Jika koagulan ditambahkan secara berlebihan, permukaan partikel dapat mengalami charge reversal dan menjadi bermuatan positif. Akibatnya, partikel dapat kembali stabil karena adanya gaya tolak elektrostatik.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Kondisi charge reversal ini dapat menghambat agregasi dan meningkatkan jumlah partikel berukuran kecil yang masih tersisa di dalam air. Penelitian pada pengolahan air permukaan menunjukkan bahwa overdosing dapat menyebabkan charge reversal dan re-stabilization pada partikel yang sebelumnya telah didestabilisasi.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Karena itu, dosis optimum sebaiknya ditentukan melalui pengujian dan pemantauan proses, bukan dengan asumsi bahwa peningkatan dosis akan terus meningkatkan removal.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Sludge Berlebih<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Proses koagulasi secara alami menghasilkan sludge karena kontaminan terlarut maupun tersuspensi diubah menjadi flok yang kemudian dipisahkan dari air. Namun, penggunaan koagulan secara berlebihan dapat meningkatkan jumlah padatan kimia yang masuk ke dalam sludge.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Peningkatan sludge dapat berdampak pada beberapa aspek operasional, seperti:<\/p>\n\n\n\n<ul class=\"wp-block-list\">\n<li>Kebutuhan penanganan sludge yang lebih tinggi<\/li>\n\n\n\n<li>Peningkatan kebutuhan proses dewatering<\/li>\n\n\n\n<li>Pengurasan sludge yang lebih sering<\/li>\n\n\n\n<li>Peningkatan kebutuhan transportasi atau disposal<\/li>\n\n\n\n<li>Beban yang lebih tinggi pada peralatan pengolahan sludge berikutnya<\/li>\n<\/ul>\n\n\n\n<p class=\"wp-block-paragraph\">Sebuah studi tahun 2016 dalam <em>Journal of Environmental Management<\/em> menyoroti bahwa proses koagulasi-flokulasi menghasilkan lumpur pengolahan air dalam jumlah besar dan pengelolaannya memerlukan pertimbangan yang cermat.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Karena itu, optimasi dosis koagulan tidak hanya berkaitan dengan pencapaian turbidity yang rendah. Jumlah dan karakteristik sludge yang dihasilkan juga perlu diperhatikan sebagai bagian dari evaluasi kinerja proses.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Baca Juga: <a href=\"https:\/\/www.lautanairindonesia.com\/id\/publication\/sludge-water-treatment\/\" target=\"_blank\" rel=\"noreferrer noopener\">Optimalisasi Pengolahan Lumpur (Sludge Water Treatment) untuk Efisiensi dan Keberlanjutan<\/a><\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Biaya Bahan Kimia yang Lebih Tinggi<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Coagulant overdosing secara langsung meningkatkan konsumsi bahan kimia. Namun, dampak biayanya tidak berhenti pada pembelian koagulan.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Penambahan koagulan yang berlebihan dapat meningkatkan produksi sludge, memengaruhi kebutuhan pengaturan pH, meningkatkan biaya pengolahan sludge, dan berpotensi menambah beban pada proses berikutnya.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Penelitian mengenai proses coagulation dan wastewater treatment juga menunjukkan bahwa overdosing maupun underdosing dapat memberikan dampak negatif terhadap kinerja pengolahan sekaligus meningkatkan penggunaan bahan kimia.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Bagi fasilitas industri yang beroperasi secara kontinu, peningkatan konsumsi bahan kimia yang terlihat kecil dapat menjadi signifikan dalam jangka panjang. Karena itu, tujuan operasional seharusnya adalah mencapai kualitas air yang dibutuhkan dengan dosis bahan kimia yang optimal, sambil tetap menjaga proses tetap stabil.<\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Cara Mendeteksi Kelebihan Dosis Koagulan<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Coagulant overdosing dapat diidentifikasi melalui kombinasi pengujian laboratorium dan pemantauan parameter operasional. Mengandalkan satu parameter saja dapat membuat diagnosis menjadi kurang akurat.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>1. Jar Testing<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Jar test merupakan salah satu metode praktis untuk menentukan dosis koagulan yang sesuai. Beberapa variasi dosis dapat diuji dalam kondisi mixing dan settling yang terkontrol sehingga operator dapat membandingkan turbidity, pembentukan flok, karakteristik settling, dan parameter relevan lainnya.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Dosis terbaik bukan selalu dosis tertinggi yang menghasilkan flok yang terlihat. Dosis tersebut harus mampu menghasilkan removal yang efektif dengan karakteristik flok yang baik, tanpa penggunaan bahan kimia yang tidak diperlukan.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>2. Zeta Potential<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Zeta potential dapat memberikan indikasi mengenai kondisi muatan partikel dan membantu mengidentifikasi apakah proses destabilisasi telah berlangsung secara efektif.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Sebuah artikel tahun 2020 dalam <em>Journal AWWA<\/em> membahas penggunaan potensial zeta sebagai alat operasional untuk pengendalian koagulasi serta mencatat potensinya dalam melengkapi metode jar test konvensional.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Penelitian terkini juga menunjukkan adanya hubungan antara karakteristik muatan dan kebutuhan koagulan, yang mendukung penggunaan pengukuran muatan untuk pengendalian koagulasi yang lebih responsif.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>3. Turbidity and Floc Observation<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Turbidity perlu dipantau sebelum dan setelah proses koagulasi, terutama ketika dosis bahan kimia mengalami perubahan. Operator juga perlu memperhatikan ukuran flok, kecepatan pembentukan flok, kemampuan settling, dan kejernihan air setelah proses pemisahan.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Jika peningkatan dosis tidak lagi memberikan perbaikan turbidity atau justru menyebabkan kinerja menurun, dosis perlu dievaluasi kembali.<\/p>\n\n\n\n<h3 class=\"wp-block-heading\"><strong>4. pH and Alkalinity<\/strong><\/h3>\n\n\n\n<p class=\"wp-block-paragraph\">Penambahan koagulan dapat memengaruhi pH dan mengonsumsi alkalinitas, tergantung pada jenis koagulan dan karakteristik air yang diolah. Pemantauan kedua parameter ini membantu menentukan apakah kinerja koagulasi yang kurang optimal disebabkan oleh dosis yang berlebihan atau kondisi kimia air yang tidak sesuai.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\"><strong>Baca Juga: <a href=\"https:\/\/www.lautanairindonesia.com\/id\/publication\/jar-test\/\" target=\"_blank\" rel=\"noreferrer noopener\">Jar Test dalam Water Treatment untuk Optimasi Chemical Dosing<\/a><\/strong><\/p>\n\n\n\n<h2 class=\"wp-block-heading\"><strong>Bagaimana LAI Dapat Mendukung Proses Koagulasi yang Lebih Terkontrol<\/strong><\/h2>\n\n\n\n<p class=\"wp-block-paragraph\">Optimasi proses koagulasi membutuhkan lebih dari sekadar memilih jenis koagulan. Jenis bahan kimia, dosis, karakteristik air, kondisi mixing, dan target pengolahan perlu dipertimbangkan secara bersama.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">PT Lautan Air Indonesia (LAI) dapat mendukung kebutuhan pengolahan air dan wastewater industri melalui penyediaan water treatment chemicals, dukungan laboratorium, serta keahlian terkait operasional pengolahan air. Tergantung pada tujuan pengolahan dan karakteristik air, pendekatan yang digunakan dapat mencakup evaluasi jenis koagulan, penentuan kebutuhan dosis, serta dukungan untuk optimasi proses.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Tujuannya bukan sekadar meningkatkan konsumsi bahan kimia, tetapi membantu sistem pengolahan mencapai kualitas air yang konsisten dengan penggunaan bahan kimia dan operasional yang lebih terkendali.<\/p>\n\n\n\n<p class=\"wp-block-paragraph\">Jika sistem pengolahan Anda menggunakan lebih banyak koagulan tetapi kualitas air tidak menunjukkan peningkatan yang sebanding, mungkin sudah waktunya mengevaluasi kembali strategi dosing. <a href=\"https:\/\/www.lautanairindonesia.com\/id\/contact-us\/\" target=\"_blank\" data-type=\"page\" data-id=\"1567\" rel=\"noreferrer noopener\">Hubungi LAI<\/a> untuk mendiskusikan kebutuhan water treatment Anda dan menemukan pendekatan koagulasi yang lebih terkontrol.<\/p>\n\n\n\n<details class=\"wp-block-details is-layout-flow wp-block-details-is-layout-flow\"><summary>Referensi<\/summary>\n<ol class=\"wp-block-list\">\n<li>Cui, H., Huang, X., Yu, Z., Chen, P., &amp; Cao, X. (2020). <a href=\"https:\/\/pubs.rsc.org\/ra\/article\/10\/34\/20231\/701552\/Application-progress-of-enhanced-coagulation-in\" target=\"_blank\" rel=\"noreferrer noopener\"><em>Application progress of enhanced coagulation in water treatment<\/em><\/a>. RSC Advances, 10, 20231-20244.<\/li>\n\n\n\n<li>Ahmad, T., Ahmad, K., Ahad, A., &amp; Alam, M. (2016). <a href=\"https:\/\/www.sciencedirect.com\/science\/article\/abs\/pii\/S0301479716305485\" target=\"_blank\" rel=\"noreferrer noopener\"><em>Characterization of water treatment sludge and its reuse as coagulant<\/em><\/a>. Journal of Environmental Management, 182, 606-611.<\/li>\n\n\n\n<li>Hart, V. (2020). <em>Zeta Potential: Helping Operators Take Charge<\/em>. Journal AWWA, 112(9), 44-51.<\/li>\n\n\n\n<li><a href=\"https:\/\/pmc.ncbi.nlm.nih.gov\/articles\/PMC6695649\/\" target=\"_blank\" rel=\"noreferrer noopener\"><em>Impact of an Extreme Winter Storm Event on the Coagulation\/Flocculation Processes in a Prototype Surface Water Treatment Plant: Causes and Mitigating Measures<\/em><\/a> (2019). International Journal of Environmental Research and Public Health, 16(15), 2808.<\/li>\n\n\n\n<li>Ruth, D., Jefferson, B., Pereira, R., Moore, G., &amp; Jarvis, P. (2026). <a href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S2214714426004745\" target=\"_blank\" rel=\"noreferrer noopener\"><em>Charge measurements for optimised NOM characterisation and removal by coagulation<\/em><\/a>. Journal of Water Process Engineering, 86, 109916.<\/li>\n<\/ol>\n<\/details>\n\n\n\n<p class=\"wp-block-paragraph\"><\/p>","protected":false},"excerpt":{"rendered":"<p>Coagulant overdosing can reduce treatment performance instead of improving it. While increasing the coagulant dose may initially improve turbidity and suspended solids removal, excessive dosing can reverse particle destabilization, increase sludge generation, raise chemical consumption, and make downstream treatment more difficult.&nbsp; The solution is not simply to add more chemical, but to identify and maintain the optimum coagulation condition based on actual water quality and process performance. Why Coagulant Overdosing Can Reduce Treatment Performance Coagulation works by destabilizing particles that would otherwise remain suspended because of their surface charge. When the coagulant dose is appropriate, particles can aggregate into larger flocs that are easier to separate through sedimentation, flotation, or filtration. However, there is an optimum dosage range. Beyond this range, additional coagulant does not necessarily improve removal. Research on coagulation under elevated natural organic matter loading found that increasing the dose beyond the optimum provided no additional benefit and could cause charge reversal, leading to particle restabilization. In practical operation, coagulant overdosing may appear as: This means that a higher chemical dose should not automatically be interpreted as better treatment. Read Also: Inorganic vs Organic Coagulant: Choosing the Right Coagulants Restabilization: When More Coagulant Reverses the Process One of the key risks of coagulant overdosing is restabilization. Many colloidal particles have a negative surface charge and naturally repel one another. Coagulants neutralize this charge, allowing particles to collide and form flocs. If too much coagulant is added, the particle surface can become positively charged. Instead of remaining destabilized, the particles can become stable again because of electrostatic repulsion. This charge reversal can reduce aggregation and increase the amount of fine material remaining in the treated water. A 2019 study examining coagulation under changing water quality conditions reported that higher-than-optimum doses could cause charge reversal and particle restabilization. This is why the optimum dose should be determined through testing rather than by assuming that increasing the dose will continuously improve removal efficiency. Excess Sludge Coagulation inherently produces sludge because the process converts dissolved or suspended contaminants into separable flocs. However, excessive chemical dosing can increase the amount of chemical solids incorporated into the sludge. The resulting increase in sludge can affect several operational areas: A 2016 study in the Journal of Environmental Management highlighted that coagulation-flocculation generates substantial water treatment sludge and that its management requires careful consideration. Therefore, optimizing coagulant dosage is not only about achieving low turbidity. It should also consider the quantity and characteristics of sludge produced by the treatment process. Read Also: Optimizing Sludge Water Treatment for Efficiency Higher Chemical Cost Coagulant overdosing directly increases chemical consumption. However, the financial impact can extend beyond the chemical itself. Additional coagulant may increase sludge production, affect pH control requirements, increase sludge treatment costs, and potentially create additional loading for downstream processes. Research on full-scale wastewater treatment has demonstrated the importance of evaluating both coagulant performance and treatment economics rather than considering chemical removal efficiency alone. For industrial facilities operating continuously, even a relatively small increase in chemical consumption can become significant over time. The objective should therefore be to achieve the required treatment performance at the lowest practical chemical dose, while maintaining stable operation. How to Detect Coagulant Overdosing Coagulant overdosing should be identified through a combination of laboratory testing and operational monitoring. Relying on a single parameter can make the diagnosis less reliable. 1. Jar Testing Jar testing is one of the most practical methods for determining an appropriate coagulant dose. Several doses can be tested under controlled mixing and settling conditions, allowing operators to compare turbidity, floc formation, settling characteristics, and other relevant parameters. The best dose is not necessarily the highest dose that produces visible flocs. It should provide effective removal while maintaining good floc characteristics and avoiding unnecessary chemical consumption. 2. Zeta Potential Zeta potential can provide an indication of particle charge and help identify whether particles are adequately destabilized. A 2020 article in the Journal AWWA discusses the use of zeta potential as an operational tool for coagulation control and notes its potential to complement conventional jar testing. Recent research has also demonstrated a relationship between charge characteristics and coagulant demand, supporting the use of charge measurements for more responsive coagulation control. 3. Turbidity and Floc Observation Turbidity should be monitored before and after coagulation, particularly when chemical dosage is adjusted. Operators should also observe floc size, formation rate, settling behavior, and clarity of the supernatant. If increasing the dose produces no further turbidity improvement or causes performance to deteriorate, the dosage should be reassessed. 4. pH and Alkalinity Coagulant addition can affect pH and consume alkalinity depending on the chemical used and the characteristics of the water. Monitoring these parameters helps determine whether poor coagulation performance is actually caused by excessive dosage or by unsuitable chemical conditions. Read Also: Jar Test in Water Treatment for Better Chemical Dosing Performance How Lautan Air Indonesia Can Support More Controlled Coagulation Optimizing coagulation requires more than selecting a coagulant. The chemical, dosage, water characteristics, mixing conditions, and treatment objectives need to work together. Lautan Air Indonesia (LAI) can support industrial water and wastewater treatment operations through water treatment chemicals, laboratory support, and operational expertise. Depending on the treatment objective and water characteristics, the approach can include evaluating coagulant selection, assessing dosage requirements, and supporting process optimization. The goal is not simply to increase chemical consumption. It is to help treatment systems achieve consistent water quality while maintaining practical chemical and operational efficiency. If your treatment system is consuming more coagulant but is not achieving better water quality, it may be time to reassess the dosing strategy. Contact LAI to discuss your water treatment requirements and identify a more controlled coagulation approach.<\/p>","protected":false},"author":4,"featured_media":6641,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[32],"tags":[],"class_list":["post-7503","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-publication"],"_links":{"self":[{"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/posts\/7503","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/comments?post=7503"}],"version-history":[{"count":2,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/posts\/7503\/revisions"}],"predecessor-version":[{"id":7505,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/posts\/7503\/revisions\/7505"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/media\/6641"}],"wp:attachment":[{"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/media?parent=7503"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/categories?post=7503"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.lautanairindonesia.com\/id\/wp-json\/wp\/v2\/tags?post=7503"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}