BS EN 12255-6:2023 – TC
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Tracked Changes. Wastewater treatment plants – Activated sludge process
Published By | Publication Date | Number of Pages |
BSI | 2023 | 146 |
This document specifies performance requirements for treatment of wastewater using the activated sludge process for plants over 50 PT. The informative Annexes A to W provide design information.
PDF Catalog
PDF Pages | PDF Title |
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1 | 30477672 |
81 | A-30422430 |
82 | undefined |
89 | 1 Scope 2 Normative references 3 Terms and definitions |
90 | 4 Symbols and abbreviations 4.1 Symbols |
92 | 4.2 Indices (not included in the symbols or abbreviations below) |
93 | 4.3 Abbreviations |
94 | 5 Requirements 5.1 General |
95 | 5.2 Planning 5.2.1 Basic information |
96 | 5.2.2 System selection |
100 | 5.2.3 Biological reactors 5.2.4 Clarifiers |
101 | 5.2.5 Environmental impact 5.3 Detailed Design 5.3.1 Flow-splitting 5.3.2 Biological reactors |
102 | 5.3.3 Mixing |
104 | 5.3.4 Aeration 5.3.4.1 General |
105 | 5.3.4.2 Fine bubble diffuser systems |
107 | 5.3.4.3 Surface aerators (vertical shaft and brush aerators) |
108 | 5.3.4.4 Injectors or ejectors 5.3.5 Secondary clarifiers |
110 | 5.3.6 Return and surplus sludge systems 5.3.7 Internal recirculation 5.3.8 Control and automation |
112 | 6 Test methods |
113 | Annex A (informative)Design of biological reactors |
114 | Annex B (informative)Raw wastewater characteristics |
115 | Annex C (informative)Removal efficiency of primary clarifiers |
116 | Annex D (informative)External carbon sources |
117 | Annex E (informative)Sludge age (MSRT) and aerobic sludge age (MASRT) E.1 System for Carbon Removal only E.2 Systems for nitrification at minimum 12 °C E.3 Systems for nitrification and denitrification at minimum 12 °C E.4 Systems for N removal and simultaneous aerobic sludge stabilization |
119 | Annex F (informative)Surplus sludge production |
121 | Annex G (informative)Denitrification capacity |
122 | Annex H (informative)Oxygen Consumption |
124 | Annex I (informative)Iterative calculation of the volumetric ratio of denitrification reactors (VDen/VR) |
125 | Annex J (informative)Reactor volume (VR) |
126 | Annex K (informative)Internal recirculation ratio (IRR) |
127 | Annex L (informative)Alkalinity |
129 | Annex M (informative)Aerobic selectors |
130 | Annex N (informative)Design based on F/M-ratio |
131 | Annex O (informative)Sludge volume index (SVI) |
132 | Annex P (informative)Solids concentration of the return sludge (CTSS,RS) |
133 | Annex Q (informative)Return sludge flow (QRS) and total suspended solids concentration in the biological reactor (CTSS,R) Q.1 General Q.2 Surface flow rate (qA) and surface sludge flow rate (qSV) |
135 | Annex R (informative)Surface area (ACla) of final clarifiers |
136 | Annex S (informative)Depth (hCla) of final clarifiers |
137 | Annex T (informative)Scraper Design |
139 | Annex U (informative)Return sludge balance |
140 | Annex V (informative)Influent structures |
141 | Annex W (informative)Design of a fine bubble aeration system |