Relevant bibliographies by topics / Waste water

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Waste water'

Author: Grafiati
Published: 4 June 2021
Last updated: 29 July 2024

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Journal articles on the topic "Waste water"

1

Doble, Andrew R. "Water waste." New Scientist 217, no. 2905 (February 2013): 31. http://dx.doi.org/10.1016/s0262-4079(13)60493-5.

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Newnham, David. "Waste water." Nursing Standard 26, no. 27 (March 7, 2012): 27. http://dx.doi.org/10.7748/ns.26.27.27.s33.

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., Ahmad. "EFFICIENT AND ECO-FRIENDLY MANAGEMENT OF DIFFERENT TYPES OF SOLID WASTE USING WINDROW COMPOSTING TECHNIQUE AND EFFECT OF SEWAGE AS ADDITIVE ON PHYSICO-CHEMICAL CHARACTERISTICS OF COMPOSTS." Journal of Wastes and Biomass Management 4, no. 1 (2022): 26–31. http://dx.doi.org/10.26480/jwbm.01.2022.26.31.

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Solid waste management is a crucial issue in developing countries due to large amounts of waste being generated from different sources. Aerobic windrow composting of various wastes was carried out to create compost from various wastes for use as a nutritious soil fertilizer and to optimize waste material by employing sewage as an addition to minimize composting time and improve soil nutritional value. Four composting windrows were formed with three different types of wastes i.e. first windrow was animal waste + garden waste treated by sewage water, second windrow was food waste + garden waste treated by sewage water, third windrow was mixture of wastes treated by sewage water, and the last windrow was also mixture of wastes but treated by tap water. The compost of mixture of wastes treated by sewage water was found better than the other three windrows as having pH 8.69, Organic Content 59.25%, Moisture Content 28.09%, Carbon 27.85%, Nitrogen 0.66%, C/N ratio 42.2, Phosphorous 1.4% and Potassium 0.84%. If composting of mixture of wastes like animal waste, food waste and garden waste treated with sewage water is carried out, then it will give better results and also reduce the composting period by 30%.
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Ali, Nazakat. "Innovative Technologies for Minimizing Waste Water." International Journal of Trend in Scientific Research and Development Volume-1, Issue-6 (October 31, 2017): 69–75. http://dx.doi.org/10.31142/ijtsrd2467.

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YADAV, HASHI, CHANDRAPRABHA CHANDRAPRABHA, A. K. JAITLY, LAKSYAVEER SINGH, and M. BANSAL. "Analysis of waste water from different waste water systems." Current World Environment 3, no. 1 (June 25, 2008): 20–206. http://dx.doi.org/10.12944/cwe.3.1.33.

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Massing, H. "Impacts of Leakage Water from Urban Solid Waste Deposits on Ground Water Quality." Water Science and Technology 29, no. 1-2 (January 1, 1994): 239–44. http://dx.doi.org/10.2166/wst.1994.0670.

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Urbanized areas world-wide are characterized by, among other things, a high production of wastes of different types. More than 90% of urban solid wastes is brought to deposits. If the waste dumps or landfills are not designed, constructed, managed, and finally recultivated, according to the state of the art, dangerous impacts, especially on urban groundwater, can be expected. Percolating water from rainfall or surface overflow is strongly influenced by the components, the construction and the chemical/biological processes in the deposits. The leakage water has to be considered one of the most polluted and extremely unpredictable waste waters. Percolating into the natural groundwater has the effect that this resource is spoiled and no longer suitable for human use or as a component of ecosystems. Old waste dumps must restored and recultivated.
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Dhavale, Prof M. R., Prof S. J. Kulkarni, and Prof S. N. Jadhav. "Waste Water Generating Electricity by Using Microcontroller." International Journal of Trend in Scientific Research and Development Volume-2, Issue-3 (April 30, 2018): 2104–5. http://dx.doi.org/10.31142/ijtsrd11654.

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Divya, Y., B. Achiammal, and Santosh Kumar Sahoo. "Industrial Waste-Water Treatment using IoT." Journal of ISMAC 5, no. 2 (June 2023): 113–18. http://dx.doi.org/10.36548/jismac.2023.2.003.

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Environmental safety management has recently been the most difficult task in this rapidly urbanising country. Wastewater management is a method of treating waste that can be reused rather than thrown away. One of the most efficient ways to handle garbage is to reduce and recycle. For decades, wastewater treatment companies have been dealing with a plethora of difficulties centred on how to avoid trash being managed. Separating wastes thrown in water, such as paints and battery wastes, is difficult since they require a unique classification and recycling procedure. In Telangana, the waste developed from dairy industry requires to be treated properly for reuse of same due to scarcity of water. So, the Internet of Things (IoT) for a waste management solution is considered here to address the above concerns.. Hence, the proposed method focusses on an IoT based wastewater treatment and monitoring for smooth operation and reuse. During implementation, it was concluded with confirmation that the proposed system has high accuracy in the range of 96% as compared to other existing models.
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Henze, M. "Waste design for households with respect to water, organics and nutrients." Water Science and Technology 35, no. 9 (May 1, 1997): 113–20. http://dx.doi.org/10.2166/wst.1997.0335.

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Waste design couples handling and treatment of waste with the production and control of waste materials. This integrated approach will allow for a reduced use of non renewable resources in waste treatment. The paper discusses the use of waste design for households and its impact on the composition of household wastewater. This will allow for the design of a wastewater with characteristics quite different from those normally found. The separation of toilet wastes or just urine can reduce the amount of nitrogen and phosphorus in the wastewater to a level where no further nutrient removal is needed. The BOD and COD load to wastewater can be significantly reduced by separating toilet wastes and part of the kitchen wastes. The phosphate content of detergents influences the phosphorus load significantly. Kitchen wastes can be diverted to the solid waste system or the compostable fraction of solid wastes can be incorporated into the wastewater by use of garbage grinders. The change in pollutant load can be achieved separately or in combination with water savings. It is thus possible to reduce or increase the overall concentration of pollutants, and to design wastewater with a given COD/TN or COD/TP ratio, which is of significant influence on biological nutrient removal processes.
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Ben Aim, R., M. G. Liu, and S. Vigneswaran. "Recent Development of Membrane Processes for Water and Waste Water Treatment." Water Science and Technology 27, no. 10 (May 1, 1993): 141–49. http://dx.doi.org/10.2166/wst.1993.0221.

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Membranes are presently used at industrial scale for water and waste water treatment, but still for limited production. More knowledge of hydrodynamic phenomena has recently resulted in significant technical improvements (backflush, unsteady flow). However an experimental study performed at lab scale in a rotating membrane device has shown the complexity of the relationship between operating conditions, rejection and filtrate flux. The need for bettering the quality of the water (low turbidity) and waster water (disinfection) may be in favour of the development of membrane processes if efficient models allowing simultaneous optimization of quality and productivity are made available (as was done years ago for deep bed filtration).
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Dissertations / Theses on the topic "Waste water"

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Jafaripour, Amir. "Utilisation of waste gas sludge for waste water treatment." Thesis, University of Birmingham, 2014. http://etheses.bham.ac.uk//id/eprint/4784/.

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This hypothesis driven research investigated the removal of Cu, Fe, Zn and Mn from synthetic metal solutions and real Acid Mine Drainage (AMD) from Wheal Jane mine in West Cornwall UK, employing waste gas sludge (BOS sludge) which is an end waste reside generated from steel production. Batch experiments showed the efficiency and adsorption rates increased with reduction in BOS sludge particle size, lower in initial metal concentration, increase in BOS sludge dosage, an increase in initial pH and increase in agitation speed. Fitting of the Langmuir isotherm model to experimental data gave a good fit with correlation coefficients R\(^2\)≥0.99 and the selectivity series of BOS sludge was: Cu\(^2\)\(^+\)>Fe\(^3\)\(^+\)>Zn\(^2\)\(^+\)>Mn\(^2\)\(^+\). For single and multiadsorbate systems, a Pseudo second order model was the most appropriate theory to satisfactorily describe experimental data and the rate limiting step for this process was chemisorption. Adsorption was spontaneous and high pH promoted adsorption possibly by precipitation and/or ion exchange processes which had taken place between the exchangeable cations present in BOS and solutions. Results from the treatment of real and synthetic AMD solutions revealed that BOS sludge worked well and hence BOS sludge as a novel low cost material could be used as a sustainable sorbent in AMD treatment technologies.
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McCoy, Jan. "Treating Waste Water With Weeds." College of Agriculture, University of Arizona (Tucson, AZ), 1990. http://hdl.handle.net/10150/295662.

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Zanger, Maggy. "Potential Problems of Treated Waste Water." College of Agriculture, University of Arizona (Tucson, AZ), 1991. http://hdl.handle.net/10150/295692.

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Chan, May Kwan Syuen. "Development of pillared clays for water and waste water treatment." Thesis, Imperial College London, 2000. http://hdl.handle.net/10044/1/7757.

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Cameli, Fabio. "Microbial Fuel Cell for Waste Water Treatment." Thesis, KTH, Skolan för kemivetenskap (CHE), 2016. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-183074.

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Microbial Fuel Cell is a novel technology that can be used for a waste water treatment in order to simultaneously remove carbonaceous matter and nitrogen while producing electrical power. Even if it is not an established technology so far, MFC could be a cost effective option for waste water treatment and the major challenge of this process will be the device scale-up. Exoelectrogenic bacteria are capable of converting the chemical energy of organic matter into electrical energy by transferring the electrons produced in the oxidation to the anode electrode. This project focused on developing a single device for nitrification, denitrification and carbon removal. Two double air-cathode single chamber MFCs are used to test the feasibility of this process that could replace the biological unit in a waste water treatment train. The cells tested in this study were manufactured with the purpose of achieving a high surface area on both the anode electrode (vitreous carbon foam) and the air-cathode electrodes (metallic mesh with diffusion layer and active layer) with different catalysts for the reduction reaction (cobalt and platinum). The bacterial biofilm growth is a fundamental step and the cells Open Circuit Potential was monitored during all the start-up period to determine the microorganism acclimation: a three days lag period was observed in both cells before the potential rise. The second cell was forced to reach higher voltage through an anode polarization and that seems to positively affect the biofilm stability at lower voltages transferring a greater amount of electrons and hence obtaining a higher current and power generation. For this reason after three weeks of inoculation the second cell reached an open circuit potential of 0.76 V which is a promising value for such a system. Electrochemical and biological tests were conduced in order to test the power production of the cell and the substrate removal from the waste water. Polarization curves were used to evaluate power generation (and the maximum production under a specific external load) and the cell voltage trend which is characterized by activation and ohmic losses: 32 mW/ and 41 mW/  are the power density normalized by cathode surface (72 ) reached by respectively first and second cell. The experimental conditions were varied from low to high temperature and from low to high inlet flow rate but the most affecting phenomenon seems to be the biofilm formation since significant voltage drops were noticed after long closed circuit operation. Higher cell voltage characterized the second cell thanks to more active cathode (platinum catalyst used) and more negative bacterial biofilm but a bigger drop in current generation over time affects the system performance and the most reliable reason is the shorter acclimation time compared to the first cell. Cyclic voltammetry tests were carried out on both electrodes to study the potential range of activity and determine an optimal operational voltage despite of mass transport or kinetic limitations. Substrate removal tests at different retention times in power generation conditions (external load 100 Ω) showed a relatively high total nitrogen consumption (maximum 72.2 %) for the first cell while lower values were achieved by the second system meaning that a longer acclimation period is beneficial for nitrifying and denitrifying bacteria to thrive on the cathode biofilm. Effluent pH level are almost similar to the initial values probably because of nitrification and denitrification protons offset.
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Sundström, Daniel. "Vibrational prediction of a waste water pump." Thesis, KTH, Hållfasthetslära, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-280800.

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An off-market waste water pump is suspected to have high vibrational velocity levels. These vibrations are sought after at the outer surface located at the upper bearing position of the pump. It has then become of interest for trying to predict these vibrations by using the commercial FEA software COMSOL. The aim is to quantify to what extent it is possible to predict the vibrations numerically by comparing to experimentally measured data. The ‘root-mean-square’-value or the RMS-value of the vibrational level is used to quantify the predictions. The proposed method for vibrational predictions separates the rotating structure and non-rotating structure of the pump. The rotating parts include shaft, bearings, rotor and impeller, which may be modelled in the Beam-Rotor module in COMSOL. The non-rotating structure includes the rest of the pump excluding the discharge connection and sliding bracket. Furthermore, the non-rotating structure is simplified where the drive unit of the pump is replaced by a homogenous hollow cylinder while the pump housing remains intact. The next step is to couple the rotating structure to the non-rotating structure. This may be done by using ‘moving foundation’ at the upper and lower bearing position in the Beam-Rotor module, where appropriate displacements may be added. However, it is found necessary to find a way to replace the non-rotating structure with a simplified version to avoid having to solve its large structure in time-domain. This has meant using a modal method with appropriate boundary conditions on the non-rotating structure to quantify the displacements at the upper and lower bearing position, which may then be inserted to the ‘moving foundation’ in the Beam-Rotor module which in turn produces the bearing forces that displaces the non-rotating structure. Two different constraints are used, namely, one symmetric constraint and one asymmetric constraint. When using a low water level covering the pump, it is found that the RMS-value for the symmetric constraint at the flow rate 0.5𝑄𝐵𝐸𝑃 (which is the worst load case with regards to vibrations) in 𝑥,𝑦 and 𝑧-direction deviates to measured values with (-1.3%), (-42.4%) and (+38.4%), respectively. The asymmetric constraint shows a deviation of (+27.0%), (57.7%) and (+110.8%), in 𝑥,𝑦 and 𝑧-direction. When using a higher water level for the pump, the RMS-value for the symmetric constraint at the flow rate of 0.5𝑄𝐵𝐸𝑃 shows a deviation of (+14.3%), (-24.6%) and (+48.5%), in 𝑥,𝑦 and 𝑧-direction. While the asymmetric constraint deviates with (+47.0%), (+98.8%) and (+126.1%), in 𝑥,𝑦 and 𝑧-direction. In conclusion, the first mode shape dominates the predicted vibrational response of the pump. The mode shapes are controlled by the constraints on the pump, which means that accurate information about the mode shapes is essential to be able to know that the constraints on the pump model are correct. It is therefore vital to measure the FRF-function (frequency response function) from experimental work to find the modes and mode shapes. It may also be necessary to include the discharge connection and sliding bracket to fully encapsulate all the measured modes and their mode shapes. Furthermore, missed kinematics due to a beam model of the rotating system (six degrees of freedom) while the non-rotating system is modelled using solid elements (three degrees of freedom) should be improved in future works.
En avloppspump som ej är inom försäljning är misstänkt för att ha höga vibrationsnivåer. Dessa vibrationer är eftersökta vid den yttre ytan vid den övre lagerpositionen hos pumpen. Det har därav blivit av intresse att prediktera dessa vibrationer med hjälp av det kommersiella FEA-programmet COMSOL. Målet är att kvantifiera till vilken grad det är möjligt att prediktera vibrationerna numeriskt genom att jämföra med experimentellt uppmätt data. För att kvantifiera vibrationspredikteringen används det ’kvadratiska medelvärdet’ av vibrationsnivån, förkortat RMS (eng. root-mean-square) som mått. Den föreslagna metoden separerar de roterande delarna och de icke-roterande delarna av pumpen. De roterande delarna inkluderar axel, lager, rotor och impeller, vilka kan modelleras med hjälp av Beam-Rotor-modulen (Balk-rotor-modulen) i COMSOL. De icke-roterande delarna eller strukturen inkluderar de resterande delarna av pumpen, exkluderat kopplingsanslutningen och klon. Den icke-roterande strukturen är dessutom förenklad, där drivenheten ersätts med en homogen, ihålig cylinder medan pumphuset förblir intakt. Nästa steg är att koppla samman de roterande och icke-roterande strukturerna. Detta kan göras med hjälp av ’moving foundation’ vid den övre och undre lagerpositionen i Beam-Rotor-modulen, där lämpliga förskjutningar kan läggas in. Det har dock visat sig nödvändigt att ersätta den icke-roterande strukturen med en förenklad version för att undvika att behöva lösa en sådan stor struktur i tidsdomänen. Detta har inneburit att använda en modalmetod tillsammans med lämpliga randvillkor hos den icke-roterande strukturen för att kunna kvantifiera förskjutningarna vid den övre och undre lagerpositionen, vilket sedan kan sättas in i ’moving foundation’ i Beam-rotor-modulen, vilket i sin tur ger lagerlaster som förskjuter den icke-roterande strukturen. Två olika randvillkor har använts, ett symmetriskt och ett asymmetriskt. När pumpen kördes med en lägre vattennivå, ett symmetriskt randvillkor och flödet 0.5𝑄𝐵𝐸𝑃 (detta är det värsta lastfallet ur vibrationssynpunkt), då erhölls det predikterade RMS-värdena i 𝑥,𝑦 och 𝑧-riktning till (-1.3%), (-42.4%) och (+38.4%) av de uppmätta RMS-värdena. Med det asymmetriska randvillkoret erhölls det predikterade RMS-värdet i 𝑥,𝑦 och 𝑧-riktning till (+27.0%), (57.7%) and (+110.8%) av de uppmätta RMS-värdena. När pumpen kördes med en högre vattennivå, ett symmetriskt randvillkor och flödet 0.5𝑄𝐵𝐸𝑃, då blev deviationen (+14.3%), (-24.6%) och (+48.5%), i 𝑥,𝑦 och 𝑧-riktning. För det asymmetriska randvillkoret blev deviationen(+47.0%), (+98.8%) and (+126.1%) i 𝑥,𝑦 och 𝑧-riktning. Sammanfattningsvis, den första modformen dominerar de predikterade vibrationsnivåerna hos pumpen. Dessa modformer styrs av pumpens inspänning, vilket innebär att korrekt information gällande modformerna är väsentligt för att kunna veta ifall inspänningarna hos pumpmodellen är korrekt. Det är därför avgörande att mäta upp FRF-funktionen (frekvenssvarsfunktionen) från experimentellt arbete för att hitta moderna och dess modformer. Det kan också visa sig nödvändigt att inkludera kopplingsanslutningen och klon för att fullt fånga in alla de uppmätta moderna och dess modformer. En ytterligare sak att förbättra i ett framtida arbete är att på något vis fånga in de missade rotationsfrihetsgraderna eftersom det roterande systemet modelleras som en balk (sex frihetsgrader) medan det icke-roterande systemet modelleras som en solidmodell (tre frihetsgrader).
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Zhu, Yan, Chao Zhang, Xiaolong Shen, and Micah Kneeshaw. "Waste Water Treatment on a Naval Ship." Thesis, The University of Arizona, 2011. http://hdl.handle.net/10150/145127.

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Weiss, Katherine. "Water, Waste, and Words in Beckett’s Plays." Digital Commons @ East Tennessee State University, 2017. https://dc.etsu.edu/etsu-works/2251.

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Neupane, Kamal. "Bacterial Inhibition in Waste-Water/Fracking Water Using Copper Ion Solution." Youngstown State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=ysu1463931102.

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Mbewe, Alfred, and Alfred Mbewe. "Characterization of municipal waste waters." Master's thesis, University of Cape Town, 1995. http://hdl.handle.net/11427/23669.

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Over the past 20 years there have been extensive developments in the activated sludge method of treating wastewater. The functions of the single sludge system have expanded from carbonaceous energy removal to include progressively nitrification, denitrification and phosphorus removal, all mediated biologically. Not only has the system configuration and its operation increased in complexity, but concomitantly the number of biological processes influencing the system performance and the number of compounds involved in these processes have increased. With such complexity, designs based on experience or semi-empirical methods no longer will give optimal performance; design procedures based on more fundamental behavioural patterns are required. Also, it is no longer possible to make a reliable quantitative, or sometimes even qualitative prediction as to the effluent quality to be expected from a design, or to assess the effect of a system or operational modification, without some model that simulates the system behaviour accurately. To address these problems, over a number of years design procedures and kinetic models of increasing complexity have been developed, to progressively include aerobic COD removal and nitrification (Marais and Ekama, 1976; Dold et al., 1980), anoxic denitrification ( van Haandel et al., 1981; WRC, 1984; Henze et al., 1987; Dold et al., 1991) and anaerobic, anoxic, aerobic biological excess phosphorus removal (Wentzel et al., 1990; Wentzel et al., 1992; Henze et al., 1995). In terms of the framework of these design procedures and kinetic models, the influent carbonaceous (C) material (measured in terms of the COD parameter) is subdivided into a number of fractions - this subdivision is specific to the structure of this group of models. The influent COD is subdivided into three main fractions, biodegradable, unbiodegradable and heterotrophic active biomass. The unbiodegradable COD is subdivided into particulate and soluble fractions based on whether the material will settle out in the settling tank (unbiodegradable particulate) or not (unbiodegradable soluble). The biodegradable material also has two subdivisions, slowly biodegradable (SB COD) and readily biodegradable (RBCOD); this subdivision is based wholly on the dynamic response observed in aerobic (Dold et al., 1980) and anoxic/aerobic (van Haandel et al., 1981) activated sludge systems, that is, the division is biokinetically based. Thus, as input to the design procedures and kinetic models, it is necessary to quantify five influent COD fractions, that is, to characterize the wastewater COD. From a review of the literature on existing tests to quantify the COD fractions, it was evident that the existing procedures are either too elaborate or approximate or sometimes not even available. This research project addresses these deficiencies. In this research project, the principal objective was to develop simple accurate procedures to quantify the influent wastewater COD fractions. A batch test method has been developed to quantify the five influent COD fractions; namely heterotrophic active biomass, readily biodegradable COD, slowly biodegradable COD, unbiodegradable particulate COD and unbiodegradable soluble COD. Also, the physical flocculation-filtration method of Mamais et al. (1993) to quantify RBCOD has been evaluated and refined.
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Books on the topic "Waste water"

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Hammer, Mark J. Water and waste water technology. 2nd ed. New York: Wiley, 1986.

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Fresenius, W., W. Schneider, B. Böhnke, and K. Pöppinghaus, eds. Waste Water Technology. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-52278-9.

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Llewellyn, Claire. Stop water waste. London: Belitha, 2003.

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Agrawal, Anju, and Krishna Gopal. Biomonitoring of Water and Waste Water. India: Springer India, 2013. http://dx.doi.org/10.1007/978-81-322-0864-8.

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Agrawal, Anju. Biomonitoring of Water and Waste Water. India: Springer India, 2013.

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Partners, Nicholas Grimshaw and, ed. Water, energy and waste. London: Grimshaw, 2010.

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1913-, Fresenius Wilhelm, and Deutsche Gesellschaft für Technische Zusammenarbeit., eds. Waste water technology: Origin, collection, treatment, and analysis of waste water. Berlin: Springer-Verlag, 1989.

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United States. Rural Utilities Service, ed. Water and waste disposal programs. [Washington, D.C.]: U.S. Dept. of Agriculture, Rural Development, Rural Utilities Service, 2003.

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Oves, Mohammad, Mohammad Omaish Ansari, Mohammad Zain Khan, Mohammad Shahadat, and Iqbal M.I. Ismail, eds. Modern Age Waste Water Problems. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-08283-3.

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Ghosh, Sadhan Kumar, ed. Waste Water Recycling and Management. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-2619-6.

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Book chapters on the topic "Waste water"

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McMullan, Randall. "Waste Water." In Environmental Science in Building, 271–83. London: Macmillan Education UK, 2017. http://dx.doi.org/10.1057/978-1-137-60545-0_13.

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Salameh, Elias, Musa Shteiwi, and Marwan Al Raggad. "Waste Water Treatment." In Water Resources of Jordan, 87–110. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-77748-1_5.

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Kyritsis, Spyros. "Waste — Water Reuse." In Sustainability of Irrigated Agriculture, 417–28. Dordrecht: Springer Netherlands, 1996. http://dx.doi.org/10.1007/978-94-015-8700-6_25.

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Potter, Norman N. "Water and Waste." In Food Science, 615–37. Dordrecht: Springer Netherlands, 1986. http://dx.doi.org/10.1007/978-94-015-7262-0_22.

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Gooch, Jan W. "Industrial Waste Water." In Encyclopedic Dictionary of Polymers, 386. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_6284.

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Wijland, Roel. "Waste Water Treatment." In Contemporary Consumer Culture Theory, 294–95. 1 Edition. | New York, NY : Routledge, 2017.: Routledge, 2017. http://dx.doi.org/10.4324/9781315563947-22.

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Lansbury, Nina, and Marguerite C. Sendall. "Waste and Water." In Political Determinants of Health in Australia, 148–66. London: Routledge, 2024. http://dx.doi.org/10.4324/9781003315490-12.

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Bohne, Dirk. "Waste Water and Water Technology." In Building Services and Energy Efficient Buildings, 71–180. Wiesbaden: Springer Fachmedien Wiesbaden, 2023. http://dx.doi.org/10.1007/978-3-658-41273-9_3.

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Fresenius, W., W. Schneider, B. Böhnke, and K. Pöppinghaus. "Introduction." In Waste Water Technology, 1–11. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-52278-9_1.

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Fresenius, W., W. Schneider, B. Böhnke, and K. Pöppinghaus. "Types and Amount of Waste Water." In Waste Water Technology, 12–232. Berlin, Heidelberg: Springer Berlin Heidelberg, 1989. http://dx.doi.org/10.1007/978-3-642-52278-9_2.

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Conference papers on the topic "Waste water"

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salahat, Inayat. "WASTE WATER TREATMENT." In المؤتمر العلمي الدولي التاسع - "الاتجاهات المعاصرة في العلوم الاجتماعية، الانسانية، والطبيعية". شبكة المؤتمرات العربية, 2018. http://dx.doi.org/10.24897/acn.64.68.212.

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Kodali, Ravi Kishore. "Smart waste water treatment." In 2017 IEEE Region 10 Symposium (TENSYMP). IEEE, 2017. http://dx.doi.org/10.1109/tenconspring.2017.8070092.

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Itakura, T., H. Imaizumi, R. Sasai, and H. Itoh. "Chromium and phosphorous recovery from polluted water by hydrothermal mineralization." In WASTE MANAGEMENT 2008. Southampton, UK: WIT Press, 2008. http://dx.doi.org/10.2495/wm080791.

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Al-Shahrani, S. S. "Removal of cadmium from waste water using Saudi activated bentonite." In WASTE MANAGEMENT 2012. Southampton, UK: WIT Press, 2012. http://dx.doi.org/10.2495/wm120351.

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Meirer, M., W. Müller, and A. Bockreis. "Pretreatment of MSW for co-digestion in waste water treatment plants." In WASTE MANAGEMENT 2016. Southampton UK: WIT Press, 2016. http://dx.doi.org/10.2495/wm160251.

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Lynch, Peter Francis, Jordan Lin, Matt Greenberg, Kaelen Smyser, and Serene Tomaszewski. "Purifying Salt Water Disposal Well Water for Green Hydrogen Production." In 2024 Waste-management Education Research Conference (WERC). IEEE, 2024. http://dx.doi.org/10.1109/werc62138.2024.10570052.

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Tripathi, S. K., and B. Chintamanie. "Social and economic issues of farm produce from urban waste water irrigation." In WASTE MANAGEMENT 2010. Southampton, UK: WIT Press, 2010. http://dx.doi.org/10.2495/wm100381.

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Carter, Donald L., Donald W. Holder, Kevin Alexander, R. Glenn Shaw, and John K. Hayase. "Preliminary ECLSS Waste Water Model." In International Conference On Environmental Systems. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1991. http://dx.doi.org/10.4271/911550.

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Anđelković, Marko. "WASTE WATER BIOLOGICAL TREATMENT FACILITY." In XXV International Symposium in the Field of Pulp, Paper, Packaging and Graphics. University of Belgrade, Faculty of Technology and Metallurgy, 2024. http://dx.doi.org/10.46793/cpag24.085a.

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The paper presents the activities to improve the treatment of wastewater from the Smurfit Kappa d.o.o. factory. The commissioning of the plant for the biological treatment of waste water is described and the methods used to analyze the water are shown, based on which conclusions were drawn about the success of the installation and the achieved effects.
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Carter, D. Layne. "Waste Water Characterization for the ISS Water Processor." In International Conference On Environmental Systems. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1998. http://dx.doi.org/10.4271/981616.

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Reports on the topic "Waste water"

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Grieco, A. (Waste water heat recovery system). Office of Scientific and Technical Information (OSTI), May 1990. http://dx.doi.org/10.2172/6839699.

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Fisher, Diane, and James Lutz. Water and Waste Water Tariffs for New Residential Construction inCalifornia. Office of Scientific and Technical Information (OSTI), April 2006. http://dx.doi.org/10.2172/903363.

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Walker, S., A. Gross, D. Jassby, and W. Tester. Energy, nutrient and water recovery from dairy waste. Israel: United States-Israel Binational Agricultural Research and Development Fund, 2020. http://dx.doi.org/10.32747/2020.8134167.bard.

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The overall goal of this project was to investigate an innovative integrated approach to extracting energy, clean water, and valuable nutrients efficiently from the estimated 180-190 million cubic meters of effluent left behind after anaerobic digestion (AD) of dairy manure and related food wastes. In addition to producing new value streams, this process can reduce or eliminate the need for application of anaerobic digestate on land, which can pollute air and water.
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Smith, B., M. Cournoyer, B. Duran, D. Ford, R. Gibson, M. Lin, A. Meck, P. Robinson, and T. Robison. Chelating water-soluble polymers for waste minimization. Office of Scientific and Technical Information (OSTI), November 1996. http://dx.doi.org/10.2172/400017.

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Majumder, S., M. Prairie, J. Shelnutt, and S. Khan. Engineered photocatalysts for detoxification of waste water. Office of Scientific and Technical Information (OSTI), December 1996. http://dx.doi.org/10.2172/420402.

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Mubita, Tania, Wilfred Appelman, Han Soethoudt, and Melanie Kok. Resource and water recovery solutions for Singapore’s water, waste, energy, and food nexus. Part II, Food waste valorization. Wageningen: Wageningen Food & Biobased Research, 2021. http://dx.doi.org/10.18174/554531.

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Ducci, Jorge, Javier Grau, María del Rosario Navia Díaz, Dougal Martin, Traci Kuratomi, and Alfredo Rihm. Water and Sanitation in Belize. Inter-American Development Bank, January 2014. http://dx.doi.org/10.18235/0009154.

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In the last decade, Belize has seen major improvements in access to water, but it is behind in achieving universal access to improved sanitation facilities. Belize has also made progress in terms of the disposal of solid waste in the central and western regions, including in the largest urban area, Belize City. Despite these developments, there is a need to further improve the performance of these sectors, especially in terms of wastewater collection and treatment in urban areas throughout the country and solid waste collection and final disposal in the northern (Corozal and Orange Walk districts) and southern (Stann Creek and Toledo districts) regions of the country. This Technical Note was prepared to support the policy dialogue between the Inter-American Development Bank and the Government of Belize. It provides an analysis of the current situation of the water and sanitation and solid waste sectors in Belize, and makes recommendations on immediate actions to assist in further improving coverage and the quality of the services provided.
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Ernest Hardin. WATER ENTERING WASTE PACKAGES: DRAWDOWN LIMITED FLOW ON THE WASTE PACKAGE SURFACE. Office of Scientific and Technical Information (OSTI), May 1998. http://dx.doi.org/10.2172/776069.

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Adamson, D. J. Commercial Light Water Reactor Irradiated Hardware Waste Stream. Office of Scientific and Technical Information (OSTI), June 1998. http://dx.doi.org/10.2172/676771.

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Cooper, Charlie. Use of E-Beams to Treat Waste Water. Office of Scientific and Technical Information (OSTI), May 2018. http://dx.doi.org/10.2172/1460565.

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