Publication:
Biological Kinetic Model Design and Development for Low-Loading River Water Treatment Plant (RWTP)

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dc.citedby0
dc.contributor.authorMohiyaden H.A.en_US
dc.contributor.authorSidek L.M.en_US
dc.contributor.authorSalih G.H.A.en_US
dc.contributor.authorid56780374500en_US
dc.contributor.authorid35070506500en_US
dc.contributor.authorid56239664100en_US
dc.date.accessioned2024-10-14T03:19:36Z
dc.date.available2024-10-14T03:19:36Z
dc.date.issued2023
dc.description.abstractRecent research has identified that the major fraction of kinetic model in any type of wastewater. The research presented herein develops the kinetics of low-loading wastewater removal and river water treatment plant as a launch pad. Kinetic laboratory was developed with the setup of 2-h hydraulic retention time (HRT) in integrated Fixed Activated Sludge System (IFAS) bioreactor operation toward biological performance. Two bioreactors were installed with two different types of biological carrier which was applied in full-scale RWTP and was fed with synthetic river water. The setting-up including concentration of the carrier was followed the manufacturer�s design same as full-scale RWTP. The testing happened for 28�days non-stop. In biological kinetic parameter estimation, according to the Monod model, it can be observed that values obtained for biokinetic coefficients for brush media and Bioball are k as 4.65�days?1 and 1.37�days?1 while ?max as 5.11�days?1 and 1.424�days?1 respectively. The model validation test and bio-kinetic parameters of brush media models have shown better simulation results compared to Bioball bio-kinetic parameters. This was proven with root mean square error (RMSE) value (8.26) for brush media, which is lesser than 47.1369 RMSE value (29.08). These findings provide evidence of the best performance and operation of RWTPsen_US
dc.description.abstractcharacteristics of the support carrier, biokinetic coefficient, and loading rates. These results can be applied for future design and construction of any RWTP or low-strength wastewater treatment plant and its for bio-kinetic model development. � The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd. 2023.en_US
dc.description.natureFinalen_US
dc.identifier.doi10.1007/978-981-99-3708-0_35
dc.identifier.epage535
dc.identifier.scopus2-s2.0-85185912458
dc.identifier.spage519
dc.identifier.urihttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85185912458&doi=10.1007%2f978-981-99-3708-0_35&partnerID=40&md5=a7fb66a390041a7fc3145b847cf8b6fb
dc.identifier.urihttps://irepository.uniten.edu.my/handle/123456789/34411
dc.identifier.volumePart F2265
dc.pagecount16
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.sourceScopus
dc.sourcetitleWater Resources Development and Management
dc.subjectBio-kinetic model
dc.subjectMonod equation
dc.subjectRiver water pollution
dc.titleBiological Kinetic Model Design and Development for Low-Loading River Water Treatment Plant (RWTP)en_US
dc.typeBook chapteren_US
dspace.entity.typePublication
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