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Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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This Test Guideline describes an experimental method using HPLC for the estimation of the adsorption coefficient Koc in soil and in sewage sludge. The adsorption coefficient is defined as the ratio between the concentration of the substance in the soil/sludge and the concentration of the substance in the aqueous phase at adsorption equilibrium. The test substance is injected in the column packed with cyanopropyl solid phase containing lipophilic and polar moieties. As a result of partitioning between mobile and stationary phases the test substance is retarded. The retention time tR is determined in duplicate. The HPLC dead time t0 may be determined by two methods: the determination by means of a homologous series and the determination by inert substances which are not retained by the column. If the actual results show that the log Koc of the test substance is outside the calibration range the test should be repeated using different, more appropriate reference substances.
Environment --- Sewage sludge --- Biosolids --- Sludge, Sewage --- Sewage disposal
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It is estimated that literally billions of residents in urban and peri-urban areas of Africa, Asia, and Latin America are served by onsite sanitation systems (e.g. various types of latrines and septic tanks). Until recently, the management of faecal sludge from these onsite systems has been grossly neglected, partially as a result of them being considered temporary solutions until sewer-based systems could be implemented. However, the perception of onsite or decentralized sanitation technologies for urban areas is gradually changing, and is increasingly being considered as long-term, sustainable options in urban areas, especially in low- and middle-income countries that lack sewer infrastructures. This is the first book dedicated to faecal sludge management. It compiles the current state of knowledge of the rapidly evolving field of faecal sludge management, and presents an integrated approach that includes technology, management, and planning based on Sandecs 20 years of experience in the field. Faecal Sludge Management: Systems Approach for Implementation and Operation addresses the organization of the entire faecal sludge management service chain, from the collection and transport of sludge, and the current state of knowledge of treatment options, to the final end use or disposal of treated sludge. The book also presents important factors to consider when evaluating and upscaling new treatment technology options. The book is designed for undergraduate and graduate students, and engineers and practitioners in the field who have some basic knowledge of environmental and/or wastewater engineering.
Sewage sludge --- Management. --- Biosolids --- Sludge, Sewage --- Sewage disposal
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Sewage sludge --- Congresses --- -Biosolids --- Sludge, Sewage --- Sewage disposal --- Congresses. --- -Congresses --- Sewage sludge - Congresses
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In 1982 the International Association on Water Pollution Research and Control (IAWPRC), as it was then called, established a Task Group on Mathematical Modelling for Design and Operation of Activated Sludge Processes. The aim of the Task Group was to create a common platform that could be used for the future development of models for COD and N removal with a minimum of complexity. As the collaborative result of the work of several modelling groups, the Activated Sludge Model No. 1 (ASM1) was published in 1987, exactly 25 years ago. The ASM1 can be considered as the reference model, since this model triggered the general acceptance of wastewater treatment modelling, first in the research community and later on also in practice. ASM1 has become a reference for many scientific and practical projects, and has been implemented (in some cases with modifications) in most of the commercial software available for modelling and simulation of plants for N removal. The models have grown more complex over the years, from ASM1, including N removal processes, to ASM2 (and its variations) including P removal processes, and ASM3 that corrects the deficiencies of ASM1 and is based on a metabolic approach to modelling. So far, ASM1 is the most widely applied. Applications of Activated Sludge Models has been prepared in celebration of 25 years of ASM1 and in tribute to the activated sludge modelling pioneer, the late Professor G.v.R. Marrais. It consists of a dozen of practical applications for ASM models to model development, plant optimization, extension, upgrade, retrofit and troubleshooting, carried out by the members of the Delft modelling group over the last two decades.
Sewage --- Sewage sludge. --- Biosolids --- Sludge, Sewage --- Sewage disposal --- Activated sludge process (Sewage purification) --- Purification --- Activated sludge process. --- Biological treatment
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Sewage sludge --- Congresses --- -Biosolids --- Sludge, Sewage --- Sewage disposal --- Agrotechnology and Food Sciences. Engineering --- Congresses. --- Waste treatment --- Waste Water Treatment --- -Congresses --- Waste Water Treatment. --- Sewage sludge - Congresses
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