P recovery from nightsoil-treated sludge using chemical and biological methods

dc.contributor.advisorBunyarit Panyapinyopol
dc.contributor.advisorSuwisa Mahasandana
dc.contributor.advisorWithida Patthanaissaranukool
dc.contributor.advisorSupawadee Polprasert
dc.contributor.authorWanida Pimpeach
dc.date.accessioned2026-02-26T06:32:07Z
dc.date.available2026-02-26T06:32:07Z
dc.date.copyright2023
dc.date.created2026
dc.date.issued2023
dc.description.abstractThe study aimed to comprehensively enhance the techno-economic feasibility of phosphorus (P) recovery from nightsoil-treated sludge (NTS) or primary settled-nightsoil sludge (PSNS) using acid leaching (a chemical process) and anaerobic co-digestion (a biological process). Results obtained from the chemical process showed that 92.7% of P could be effectively extracted from PSNS of 20,000 mg/L with 0.5 M of H2SO4​ at a reaction time of 45 min (optimum condition). Moreover, the pseudo second-order was fit to describe the dynamics of the P, Fe, Mg, and Ca leaching processes. Kinetic studies showed that the 99% leaching of the maximum extracted P concentration at equilibrium (9.6673 mg/g) took place in less than 1 h. Regarding P recovery, the highest phosphorus yields (more than 98%) were obtained at pH 11 for all cases. In addition, 15.2% struvite (magnesium ammonium phosphate, MAP) with the highest P content of 9.7% in precipitates could be achieved under pH 9 with sea salt addition. For the biological process, anaerobic co-digestion (AcoD) was inhibited by the accumulation of undigested feedstock due to the higher PSNS found in AD4 (25FW:75PSNS) and AD5 (100PSNS). A more stable process was found in AD2 (75FW:25PSNS) under HRT 15 days, in which COD removal efficiency and P release were 97.2 and 80.2%, respectively. This recommended condition allowed a high organic loading rate (OLR) at 12 gVS/L/d, resulting in the highest biogas yield of 0.93 L/L/d. P recovery efficiency from effluents and %P in solids decreased with increasing total suspended solids (TSS), indicating the adverse effect of TSS on struvite quality. The precipitates formed from AD2 effluents had the highest MAP of 46% with 10.94% of P in solids. The operational costs assessment demonstrated that the chemical method generated a higher average cost of more than 100 USD kg P −1 . However, the AcoD system under AD2 and AD3 had a profit margin of more than 8 USD kg P −1 when the product’s market price was greater than 13.5 USD kg P −1 . Thus, the P recovery process using AcoD of PSNS and FW could be used as a pragmatic way to utilize PSNS as an alternative resource for P.en
dc.format.extentxi, 110 leaves : ill.
dc.format.mimetypeapplication/pdf
dc.identifier.citationThesis (Ph.D. (Environmental Technology))--Mahidol University, 2023
dc.identifier.urihttps://repository.li.mahidol.ac.th/handle/123456789/115310
dc.language.isoeng
dc.publisherMahidol University
dc.rightsผลงานนี้เป็นลิขสิทธิ์ของมหาวิทยาลัยมหิดล ขอสงวนไว้สำหรับเพื่อการศึกษาเท่านั้น ต้องอ้างอิงแหล่งที่มา ห้ามดัดแปลงเนื้อหา และห้ามนำไปใช้เพื่อการค้า
dc.rights.holderMahidol University
dc.subjectPhosphorus -- Recovery.
dc.subjectSewage sludge -- Management.
dc.subjectSewage -- Purification -- Anaerobic treatment.
dc.subjectLeaching.
dc.subjectPh.D. (2023)
dc.subjectEnvironmental Technology (Mahidol University 2023)
dc.titleP recovery from nightsoil-treated sludge using chemical and biological methods
dc.typeDoctoral Thesis
dcterms.accessRightsopen access
thesis.degree.departmentFaculty of Public Health
thesis.degree.disciplineEnvironmental Technology
thesis.degree.grantorMahidol University
thesis.degree.levelDoctoral degree
thesis.degree.nameDoctor of Philosophy

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