Сравнение методов
Просматривайте выбранные методы рядом; строки с различиями подсвечены.
| Проектирование очистных сооружений сточных вод× | Модель активного ила× | |
|---|---|---|
| Область | Экологическая инженерия | Экологическая инженерия |
| Семейство | Process / pipeline | Process / pipeline |
| Год появления≠ | 1900 | 1976 |
| Автор метода≠ | Civil and sanitary engineers | Marais and Ekama |
| Тип≠ | integrated design and optimization pipeline | mathematical simulation pipeline |
| Основополагающий источник≠ | Metcalf & Eddy, Inc. (2013). Wastewater Engineering: Treatment and Resource Recovery (5th ed.). McGraw-Hill. ISBN: 978-0073401188 | Henze, M., Grady, C. P. L., Gujer, W., Marais, G. V. R., & Matsuo, T. (1987). Activated Sludge Model No. 1. IAWQ, Scientific and Technical Report No. 1. link ↗ |
| Другие названия≠ | WWTP design, sewage treatment, water reclamation, municipal treatment | ASM, conventional activated sludge, suspended growth treatment |
| Связанные≠ | 3 | 5 |
| Сводка≠ | Wastewater treatment design is the comprehensive planning and engineering of municipal and industrial treatment plants to remove contaminants (organic matter, nutrients, pathogens, trace organics) from domestic and industrial wastewater. Modern treatment plants integrate preliminary screening, primary settlement, secondary biological treatment (activated sludge, trickling filters, lagoons), advanced treatment (membrane filtration, oxidation, absorption), sludge processing, and biosolids management. The design balances regulatory compliance, treatment performance, energy consumption, land use, and capital and operational cost. | The Activated Sludge Model (ASM) is a standardized mathematical framework for simulating biological wastewater treatment processes, developed by the International Association on Water Quality (IAWQ) beginning in 1987. It represents the transport, transformation, and fate of organic matter and nutrients in suspended-growth treatment systems. ASM is widely used to design, optimize, and predict the performance of wastewater treatment plants under varying influent and operational conditions. |
| ScholarGateНабор данных ↗ |
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