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Secondary to this, the study determined the plugging coefficients (\u03b1) on MTI for the respective effluents. The feed water was supplied from a raised tank (3.5\u00a0m), and mass-flow rates were recorded at 15\u00a0min intervals using an electronic balance. The effluent feed water concentrations and experimental room temperature (25\u00a0\u00b0C\u2009\u00b1\u20091\u00a0\u00b0C) were continuously monitored and kept constant. Hermia\u2019s models based on the <jats:inline-formula><jats:alternatives><jats:tex-math>$${\\text{R}}^{2}$$<\/jats:tex-math><mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\">\n                  <mml:msup>\n                    <mml:mrow>\n                      <mml:mtext>R<\/mml:mtext>\n                    <\/mml:mrow>\n                    <mml:mn>2<\/mml:mn>\n                  <\/mml:msup>\n                <\/mml:math><\/jats:alternatives><\/jats:inline-formula> coefficient was used to select the best fitting fouling mechanism model and, consequently, the plugging coefficients. In addition, microbial colony analysis and scanning electron microscopy (SEM) analysis was carried out to assess the composition of the deposited sediment (DS) and adhered bacterial film (ABF) onto the MTI lateral. The study revealed that MTI pore blocking was a complex phenomenon described by complete pore-blocking model (<jats:inline-formula><jats:alternatives><jats:tex-math>$${\\text{R}}^{2}$$<\/jats:tex-math><mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\">\n                  <mml:msup>\n                    <mml:mrow>\n                      <mml:mtext>R<\/mml:mtext>\n                    <\/mml:mrow>\n                    <mml:mn>2<\/mml:mn>\n                  <\/mml:msup>\n                <\/mml:math><\/jats:alternatives><\/jats:inline-formula>\u2009\u2265\u20090.50). Discharge followed an exponential decay with early fouling observed on AF effluent because of a high concentration of total suspended solids (TSS) and dissolved organic matter (DOM). Discharge declined by 50% after 20 and 10\u00a0h of intermittent operation for AF and HFCW effluent, respectively. The \u03b1 for each effluent (foulant) were <jats:inline-formula><jats:alternatives><jats:tex-math>$$\\alpha_{AF}$$<\/jats:tex-math><mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\">\n                  <mml:msub>\n                    <mml:mi>\u03b1<\/mml:mi>\n                    <mml:mrow>\n                      <mml:mi>AF<\/mml:mi>\n                    <\/mml:mrow>\n                  <\/mml:msub>\n                <\/mml:math><\/jats:alternatives><\/jats:inline-formula>\u2009=\u20090.07 and <jats:inline-formula><jats:alternatives><jats:tex-math>$$\\alpha_{ HFCW}$$<\/jats:tex-math><mml:math xmlns:mml=\"http:\/\/www.w3.org\/1998\/Math\/MathML\">\n                  <mml:msub>\n                    <mml:mi>\u03b1<\/mml:mi>\n                    <mml:mrow>\n                      <mml:mi>HFCW<\/mml:mi>\n                    <\/mml:mrow>\n                  <\/mml:msub>\n                <\/mml:math><\/jats:alternatives><\/jats:inline-formula>\u2009=\u20090.05, respectively, for AF and HFCW. The microbial analysis revealed bacterial aggregation structures that contributed to pore blocking. SEM imaging revealed complete surface coverage by deposited sediment. It is concluded that water quality determines the operation life span of MTI, and the two effluents promote accelerated MTI pore fouling or blocking. Continuous use without flushing the MTI will promote membrane degradation and reduced discharge efficiency. Additional filtration can potentially mitigate the membrane degradation process.<\/jats:p>","DOI":"10.1038\/s41598-021-86737-7","type":"journal-article","created":{"date-parts":[[2021,3,29]],"date-time":"2021-03-29T10:03:03Z","timestamp":1617012183000},"update-policy":"https:\/\/doi.org\/10.1007\/springer_crossmark_policy","source":"Crossref","is-referenced-by-count":6,"title":["Moistube irrigation fouling due to anaerobic filtered effluent (AF) and horizontal flow constructed wetland (HFCW) effluent"],"prefix":"10.1038","volume":"11","author":[{"given":"T. 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