Adaptive Model of Wastewater Aeration Tank
نویسندگان
چکیده
منابع مشابه
Grey-box modelling of aeration tank settling.
A model of the concentrations of suspended solids (SS) in the aeration tanks and in the effluent from these during Aeration tank settling (ATS) operation is established. The model is based on simple SS mass balances, a model of the sludge settling and a simple model of how the SS concentration in the effluent from the aeration tanks depends on the actual concentrations in the tanks and the slud...
متن کاملIntermittent Aeration in Biological Treatment of Wastewater
Problem statement: E-coating process is widely used to provide a protective coating layer on metal parts in the automotive and metal finishing industry. The wastewater from the coating process contains organic compounds that are used in the cleaning, pretreatment and coating steps. Organic pollutants can be removed biologically. In the aerobic biological treatment, water aeration accounts for a...
متن کاملWastewater Technology Fact Sheet Fine Bubble Aeration
DESCRIPTION In wastewater treatment processes, aeration introduces air into a liquid, providing an aerobic environment for microbial degradation of organic matter. The purpose of aeration is twofold: 1) to supply the required oxygen to the metabolizing microorganisms and 2) to provide mixing so that the microorganisms come into intimate contact with the dissolved and suspended organic matter. T...
متن کاملA System for Dissolved oxygen Control in Industrial aeration tank
3 4 5 65 37 5 383 3 9 : : 3 5 3 ; 4 4 9 55 83 6 34 4 34 : 4 4 4 5 : :3 : 4 :4 < :53 4 : : : 4 9 = 4 3 73;8: 6 4 64:7 5 9 3 4 3 355 * 3 4 3 : : : 4 : 7 393 5 3 355 5 : 3 7 3 ;<:53 :4593 9 4 4 : 9 5 :4 35 4 355 64:7 5 < 6 : 4 3 9 4 4 : :73 3 5 4; 43 7 3:5 3734 5 9 355 8: :< 35 :4 3 4 3 4 4 35 383 3 9 6 : 5 3 :4593 9 4 4 7 3 5 * 3 4 5 65 37 :5 4835 : 3 8 : 7 3 5 7 : 4 9 3 55 83 6 34 4 34 : 4 53 ; ...
متن کاملCharacterization of aerosol emissions from wastewater aeration basins.
UNLABELLED The emission of particulate matter (PM10 and PM2.5) and ammonia (NH3) by aeration processes at wastewater treatment plants (WWTPs) with and without odor control units was examined. Local concentrations of PM2.5, PM10, and NH3 at the aeration basins were within urban ranges. Emission fluxes of NH3 and PM2.5 for a medium-sized WWTP were determined to be 136 g day(-1) and 43 g day(-1), ...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Scientific Journal of Riga Technical University. Environmental and Climate Technologies
سال: 2011
ISSN: 1691-5208
DOI: 10.2478/v10145-011-0016-0