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Klaus, Stephanie Anne. "Intensification of Biological Nutrient Removal Processes". Diss., Virginia Tech, 2019. http://hdl.handle.net/10919/103073.
Pełny tekst źródłaDoctor of Philosophy
When the activated sludge process was first implemented at the beginning of the 20th century, the goal was mainly oxygen demand reduction. In the past few decades, treatment goals have expanded to include nutrient (nitrogen and phosphorus) removal, in response to regulations protecting receiving bodies of water. The only practical way to remove nitrogen in municipal wastewater is via biological treatment, utilizing bacteria, and sometimes archaea, to convert the influent ammonium to dinitrogen gas. Orthophosphate on the other hand can either be removed via chemical precipitation using metal salts or by conversion to and storage of polyphosphate by polyphosphate accumulating organisms (PAO) and then removed in the waste sludge. Nitrification/denitrification and chemical phosphorus removal are well-established practices but utilize more resources than processes without nutrient removal in the form of chemical addition (alkalinity for nitrification, external carbon for denitrification, and metal salts for chemical phosphorus removal), increased reactor volume, and increased aeration energy. Intensification refers to utilizing wastewater treatment processes that decrease chemical and energy demands, increase energy recovery, and reduce the process footprint (or increased capacity in an existing footprint) all while providing the same level of nutrient removal as traditional methods. Shortcut nitrogen removal processes; including nitrite shunt, partial nitritation/anammox, and partial denitrification/anammox, as well as low-carbon biological phosphorus removal, were critically-evaluated in this study with an overall objective of intensification of existing infrastructure. Partial nitritation/anammox is a relatively new technology that has been implemented in many full-scale sidestream processes with high ammonia concentrations, but that has proven difficult in more dilute mainstream conditions due to the difficulty in suppressing nitrite oxidizing bacteria (NOB). Even more challenging is integrating biological phosphorus removal with shortcut nitrogen removal, because biological phosphorus removal requires the readily biodegradable carbon that is diverted. Partial denitrification/anammox provides a viable alternation to partial nitritation/anammox, which may be better suited for integration with biological phosphorus removal.
Henderson, Courtney Francis Keith. "The Chemical and Biological Mechanisms of Nutrient Removal from Stormwater in Bioretention Systems". Thesis, Griffith University, 2009. http://hdl.handle.net/10072/366977.
Pełny tekst źródłaThesis (PhD Doctorate)
Doctor of Philosophy (PhD)
School of Engineering
Science, Environment, Engineering and Technology
Full Text
Manyumba, Future. "Biological nutrient removal using a large pilot plant". Thesis, University of Leeds, 2006. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.434590.
Pełny tekst źródłaHong, Chon Choi. "Effect of chloride on biological nutrient removal from wastewater". Thesis, University of Macau, 2007. http://umaclib3.umac.mo/record=b1636963.
Pełny tekst źródłaMoodley, Rajan. "External nitrification in biological nutrient removal activated sludge systems". Master's thesis, University of Cape Town, 1999. http://hdl.handle.net/11427/9945.
Pełny tekst źródłaIn conventional nitrification-denitrification biological excess phosphorous removal (NDBEPR) activated sludge systems, such as the UCT system for example, both nitrification and phosphorous uptake (P uptake) occur simultaneously in the, usually large, aerobic reactor. In the UCT system the nitrate load to the anoxic reactor is limited by the a-recycle (i.e. system constraint recycle from the aerobic to the anoxic reactor) and the internal aerobic nitrification performance. The latter process, is mediated by the nitrifiers having a slow growth rate of 0.45/d, governs the sludge age of the biological nutrient removal activated sludge (BNRAS) system and thus results in long (20 - 25 day) sludge ages and large aerobic mass fraction requirements to nitrify completely. However, if stable nitrification could be achieved outside the BNRAS external nitrification (EN) system then nitrification and the suspended solids sludge age become uncoupled allowing greater flexibility into the BNRAS system.
Sötemann, Sven. "External nitrification in biological nutrient removal activated sludge systems". Master's thesis, University of Cape Town, 2000. http://hdl.handle.net/11427/5003.
Pełny tekst źródłaBibliography: leaves 5.1-5.7.
Biological nutrient removal activated sludge (BNRAS) systems have become the preferred treatment system for advanced municipal wastewater treatment in South Africa. They have proven to be cost-effective systems that produce effluents of excellent quality that can be re-introduced to the receiving water bodies without a significant negative impact on the scarce surface water of South Africa. The widespread implementation of the BNRAS system has drawn attention to some of the weaknesses of the system, predominantly (i) the long sludge ages and resulting large biological reactor volumes required for nitrification, (ii) filamentous organism bulking of the sludge that develops in the system, (iii) treatment of the P rich waste sludge from the system and (iv) containment of the large mass of P in the sludge during a failure of the aeration in the system. In order to overcome the first two weaknesses of the system, it is proposed to separate the process of nitrification from the BNRAS mixed liquor and achieve nitrification externally to the BNRAS system.
Popple, Tina. "The behaviour, fate and removal of pharmaceuticals in biological nutrient removal sewage treatment". Thesis, University of Portsmouth, 2013. https://researchportal.port.ac.uk/portal/en/theses/the-behaviour-fate-and-removal-of-pharmaceuticals-in-biological-nutrient-removal-sewage-treatment(7b67f73d-d777-4a25-9b7b-0ae3edcc58dc).html.
Pełny tekst źródłaZeng, Raymond Jianxiong. "The role of intracellular storage products in biological nutrient removal /". St. Lucia, Qld, 2002. http://www.library.uq.edu.au/pdfserve.php?image=thesisabs/absthe16445.pdf.
Pełny tekst źródłaWong, Chiew Hiet. "Intergrated design of biological nutrient removal systems / by Chiew Hiet Wong". Thesis, The University of Sydney, 2001. https://hdl.handle.net/2123/27929.
Pełny tekst źródłaMcHarg, Amy Marie. "Optimisation of municipal wastewater biological nutrient removal using computer simulation". Thesis, University of Ottawa (Canada), 2002. http://hdl.handle.net/10393/10479.
Pełny tekst źródła凌偉忠 i Wai-chung Jackson Ling. "Biological nutrient removal in sequencing batch reactors using fibrouspacking medium". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 1996. http://hub.hku.hk/bib/B31213388.
Pełny tekst źródłaKavanaugh, Rathi G. "Investigation of bacterial populations in a biological nutrient removal system". Diss., Virginia Tech, 1991. http://hdl.handle.net/10919/39828.
Pełny tekst źródłaPh. D.
Jensen, Keith R. "Effects of Integrated Fixed Film Activated Sludge on nitrogen removal in biological nutrient removal systems". Thesis, This resource online, 1995. http://scholar.lib.vt.edu/theses/available/etd-01312009-063219/.
Pełny tekst źródłaComa, Bech Marta. "Biological nutrient removal in SBR technology: from floccular to granular sludge". Doctoral thesis, Universitat de Girona, 2011. http://hdl.handle.net/10803/32025.
Pełny tekst źródłaL’estudi de l’eliminació biològica de nutrients s’ha dut a terme durant dècades. Tot i això, la influencia de l’home i l’augment de la demanda d’aigua han forçat a les instal•lacions a treballar a la seva capacitat màxima. Així, l’objectiu de la tesi és obtenir sistemes més compactes per a l’eliminació de nutrients de les aigües residuals. En aquest sentit, s’ha investigat l’optimització i estabilització de reactors amb alts volums d’intercanvi, tractant més aigua. Amb el mateix objectiu, el fang granular aeròbic va ser proposat com una alternativa fiable per tal de reduir l’espai i incrementar les càrregues de les depuradores. Tot i això, la granulació amb influents de baixa càrrega (menors a 1 Kg dQO•m-3d-1) resulta més lenta i més dificultosa alhora d’obtenir l’estat estacionari. Per aquesta raó es van investigar diferents metodologies i condicions d’operació per tal de millorar la granularció i l’eliminació de nutrients de les aigües urbanes.
Ling, Wai-chung Jackson. "Biological nutrient removal in sequencing batch reactors using fibrous packing medium /". Hong Kong : University of Hong Kong, 1996. http://sunzi.lib.hku.hk/hkuto/record.jsp?B17489477.
Pełny tekst źródłaMcCue, Terrence. "EVALUATION OF PREFERMENTATION AS A UNIT PROCESS UPON BIOLOGICAL NUTRIENT REMOVAL INCLUDING BIOKINETIC AND WASTEWATER PARAMETERS". Doctoral diss., University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3031.
Pełny tekst źródłaPh.D.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Environmental Engineering
Copp, John B. "COD balances in biological nutrient (nitrogen and phosphorus) removal activated sludge systems". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0022/NQ50987.pdf.
Pełny tekst źródłaCopp, John B. "COD balances in biological nutrient (nitrogen and phosphorus) removal activated sludge systems /". *McMaster only, 1998.
Znajdź pełny tekst źródłaAbu-Ghararah, Ziad. "The effect of influent organic compounds on the performance of biological nutrient removal systems". Diss., Virginia Polytechnic Institute and State University, 1988. http://hdl.handle.net/10919/77907.
Pełny tekst źródłaPh. D.
Puig, Broch Sebastià. "Operation and control of SBR processes for enhanced biological nutrient removal from wastewater". Doctoral thesis, Universitat de Girona, 2008. http://hdl.handle.net/10803/7798.
Pełny tekst źródłaPunrattanasin, Warangkana. "Investigation of the Effects of COD/TP Ratio on the Performance of a Biological Nutrient Removal System". Thesis, Virginia Tech, 1997. http://hdl.handle.net/10919/36819.
Pełny tekst źródłaMaster of Science
Yanosek, Kristina Anne. "Enhanced Biological Phosphorus Removal from Dairy Manure to Meet Nitrogen:Phosphorus Crop Nutrient Requirements". Thesis, Virginia Tech, 2002. http://hdl.handle.net/10919/35782.
Pełny tekst źródłaMaster of Science
Mellin, Hannu Kaarlo Olavi. "The effect of high temperatures (30 degrees Celsius) on biological nutrient removal performance". Master's thesis, University of Cape Town, 1999. http://hdl.handle.net/11427/21729.
Pełny tekst źródłaMebrahtu, Michael Kidane. "Aerobic digestion of waste activated sludge from biological nutrient removal activated sludge systems". Master's thesis, University of Cape Town, 2007. http://hdl.handle.net/11427/5025.
Pełny tekst źródłaWaste activated sludge (WAS) is a biological sludge that contains biodegradable and non-biodegradable volatile suspended solids (VSS) and non-volatile inorgainic suspended solids (ISS). Stabilization for safe disposal of the WAS is a process of paramount importance at wastewater treatment plants (WWTPs). Hence, aerobic digestion of the WAS from biological nutrient removal (BNR) activated sludge (AS) systems was carried out under batch conditions to (1) measure changes in nitrogen and phosphorus concentrations in solid and liquid phases during aerobic batch digestion tests (2) simulate the parent system with Activated Sludge Model No. 2 (ASM-2) in AQUASIM computer program to obtain the initial conditions for batch test simulation (3) simulate the batch aerobic digestion process with ASM-2 and compare with experimental data (4) develop VSS-based and total suspended solids (TSS) (with the addition of ISS to the VSS-based) batch reactor and steady state models for aerobic digestion of nitrification denitrification biological excess phosphorus removel (NDBEPR) WAS based on the individual biomass die-off rates of phosphorus accumulating organisms (PAOs) and ordinary heterotrophic organisms (OHOs), and (5) evaluate the ASM-2 simulation results with steady state aerobic batch digestion model.
Knapp, Leslie Ann. "Study of Process Control Strategies for Biological Nutrient Removal in an Oxidation Ditch". Scholar Commons, 2014. https://scholarcommons.usf.edu/etd/5249.
Pełny tekst źródłaLakshminarasimman, Meanakshisek Narasimman. "Evaluating the Fate Mechanisms of Trace Organic Compounds in Biological Nutrient Removal Treatment Systems". University of Cincinnati / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1479818400753707.
Pełny tekst źródłaVogts, Michelle. "The removal of nitrogen and phosphorus in anoxic-aerobic digestion of waste activated sludge from biological nutrient removal systems". Master's thesis, University of Cape Town, 2015. http://hdl.handle.net/11427/24307.
Pełny tekst źródłaSmith, Shaleena. "Pilot assessment of Novel Membrane Bioreactor Processes - Improvements in Biological Nutrient Removal and Membrane Operation". Scholar Commons, 2011. http://scholarcommons.usf.edu/etd/3357.
Pełny tekst źródłaGuisasola, i. Canudas Albert. "Modelling biological organic matter and nutrient removal processes from wastewater using respirometric and titrimetric techniques". Doctoral thesis, Universitat Autònoma de Barcelona, 2005. http://hdl.handle.net/10803/5306.
Pełny tekst źródłaFeng, Yu. "Investigation of biological nutrient removal from a weak domestic wastewater in a flexible pilot-plant". Thesis, University of Leeds, 2007. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.435917.
Pełny tekst źródłaHercules, Selwyn Mark. "Full scale demonstration of filamentous bulking control at a biological nutrient removal activated sludge plant". Master's thesis, University of Cape Town, 2002. http://hdl.handle.net/11427/5040.
Pełny tekst źródłaSun, Feiyun, i 孙飞云. "A membrane bioreactor (MBR) for a biological nutrient removal system: treatment performance, membrane foulingmechanism and its mitigation strategy". Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2010. http://hub.hku.hk/bib/B44903856.
Pełny tekst źródłaBanihani, Qais Hisham. "ANAEROBIC - AEROBIC TREATMENT OF DOMESTIC SEWAGE". Diss., The University of Arizona, 2009. http://hdl.handle.net/10150/193820.
Pełny tekst źródłaBrooks, Patrick C. "An investigation of temperature effects on denitrifying bacterial populations in a biological nutrient removal (BNR) system". Thesis, This resource online, 1996. http://scholar.lib.vt.edu/theses/available/etd-03042009-041300/.
Pełny tekst źródłaBrowning, Catharine, i n/a. "Nutrient Removal and Plant Growth in a Subsurface Flow Constucted Wetland in Brisbane, Australia". Griffith University. School of Environmental Engineering, 2003. http://www4.gu.edu.au:8080/adt-root/public/adt-QGU20040226.092311.
Pełny tekst źródłaBrowning, Catharine. "Nutrient Removal and Plant Growth in a Subsurface Flow Constucted Wetland in Brisbane, Australia". Thesis, Griffith University, 2003. http://hdl.handle.net/10072/366348.
Pełny tekst źródłaThesis (Masters)
Master of Philosophy (MPhil)
School of Environmental Engineering
Full Text
Brown, Patrick Anderson. "Influence of anaerobic and anoxic hydraulic retention time on biological nutrient removal in a membrane bioreactor". [Ames, Iowa : Iowa State University], 2007.
Znajdź pełny tekst źródłaRandall, William O. "The Effects of a phosphate detergent ban on a biological nutrient removal plant and anaerobic digester /". Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03122009-040637/.
Pełny tekst źródłaOrman, Gavrielle. "A Study on the Simultaneous Nitrification and Denitrification Process of a Membrane Aerated Bioreactor Augmented by BiOWiSH Aqua". DigitalCommons@CalPoly, 2019. https://digitalcommons.calpoly.edu/theses/2092.
Pełny tekst źródłaLettie, Lucia. "REMOVAL OF REFRACTORY TKN FROM AN EFFLUENT WASTEWATER USING SODIUM FERRATE". Master's thesis, University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/4326.
Pełny tekst źródłaM.S.Env.E.
Department of Civil and Environmental Engineering
Engineering and Computer Science
Environmental Engineering
au, rkurup@murdoch edu, i Rajendra Kurup. "An experimental research on application of sub-surface flow constructed wetlands for meat processing industry effluent treatment and nutrient removal". Murdoch University, 2007. http://wwwlib.murdoch.edu.au/adt/browse/view/adt-MU20070717.142408.
Pełny tekst źródłaMcClintock, Samuel Alan. "Effects of temperature and mean cell residence time on the performance of high-rate biological nutrient removal processes". Diss., This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-08252008-162825/.
Pełny tekst źródłaMerilles, Kimberly Michelle LaMar. "Effect of Bio-Augmentation Product BiOWiSH® Septic Rescue on the Wastewater Treatment Performance of Residential Septic Tanks". DigitalCommons@CalPoly, 2019. https://digitalcommons.calpoly.edu/theses/2003.
Pełny tekst źródłaPilson, Richard Adair. "The effect of temperature on denitrification kinetics and biological excess phosphorus removal in nutrient removal activated sludge systems in temperate climates (12°C - 20°C)". Master's thesis, University of Cape Town, 1995. http://hdl.handle.net/11427/22577.
Pełny tekst źródłaZhang, Zhenhua. "Plant growth and nutrient removal in simulated secondary-treated municipal wastewater in wetland microcosmos". University of Western Australia. School of Earth and Geographical Sciences, 2008. http://theses.library.uwa.edu.au/adt-WU2008.0141.
Pełny tekst źródłaMiriyala, Amulya. "Impact of Recirculating Nitrified Effluent on the Performance of Passive Onsite Hybrid Adsorption and Biological Treatment Systems". Scholar Commons, 2018. https://scholarcommons.usf.edu/etd/7697.
Pełny tekst źródłaArakaki, Joelle. "Study of the Effect of BiOWiSH Aqua on Simultaneous Nitrification and Denitrification in a Membrane Aerated Bioreactor". DigitalCommons@CalPoly, 2018. https://digitalcommons.calpoly.edu/theses/1893.
Pełny tekst źródłaZhao, Hong Wang. "Oxidation-reduction potential and organic carbon sources as two control parameters for simultaneous nitrification and denitrification in biological nutrient removal processes". Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk2/tape17/PQDD_0002/NQ27274.pdf.
Pełny tekst źródłaMurphy, Katelyn. "Comparing the Metcalf and Eddy and UCT steady state guidelines for sizing of biological nutrient removal activated sludge wastewater treatment plants". Master's thesis, Faculty of Engineering and the Built Environment, 2020. http://hdl.handle.net/11427/32851.
Pełny tekst źródłaVan, Lierde Patrick G. "Nucleation, milk and membranes as modifications to enhance biological phosphorus removal in activated sludge". Thesis, Loughborough University, 2015. https://dspace.lboro.ac.uk/2134/16784.
Pełny tekst źródła