{"id":417286,"date":"2024-10-20T06:15:16","date_gmt":"2024-10-20T06:15:16","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bsi-pd-cen-tr-164562013-2\/"},"modified":"2024-10-26T11:38:30","modified_gmt":"2024-10-26T11:38:30","slug":"bsi-pd-cen-tr-164562013-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bsi-pd-cen-tr-164562013-2\/","title":{"rendered":"BSI PD CEN\/TR 16456:2013"},"content":{"rendered":"
This Technical Report describes good practice for sludge dewatering and belongs to a series on sludge management options.<\/p>\n
It gives guidance on technical and operational aspects of conditioning, thickening and dewatering processes.<\/p>\n
Drying, which is another water content reduction process, is not dealt with in this document, but in CEN\/TR 15473, Characterization of sludges \u2014 Good practice for sludges drying<\/i>.<\/p>\n
This report is applicable for sludges from:<\/p>\n
urban wastewater treatment plants;<\/p>\n<\/li>\n
treatment plants for industrial wastewater similar to urban wastewater;<\/p>\n<\/li>\n
water supply treatment plants.<\/p>\n<\/li>\n<\/ul>\n
This document may be applicable to sludges of other origin.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | Contents Page <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 4 Description and features of thickening \/ dewatering systems 4.1 Thickening devices 4.1.1 General 4.1.2 Devices based on natural forces (gravity) 4.1.2.1 General 4.1.2.2 Gravity thickener <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4.1.2.3 Deep cone thickener <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4.1.3 Devices based on flotation <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 4.1.4 Devices based on filtration 4.1.4.1 General 4.1.4.2 Belt thickener <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 4.1.4.3 Disc thickener <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 4.1.4.4 Drum thickener <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | 4.1.4.5 Screw thickener <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | 4.1.4.6 Draining bag\/tubes <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | 4.1.4.7 Horizontal grids \/ deck thickeners 4.1.5 Devices based on centrifugation <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 4.2 Dewatering devices 4.2.1 General 4.2.2 Filter press (plate, membrane) <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 4.2.3 Belt (filter) press <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 4.2.4 Centrifuge 4.2.5 Screw press <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 4.2.6 Others <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 5 Conditioning 5.1 General 5.2 Conditioning processes 5.2.1 General 5.2.2 Coagulation 5.2.3 Flocculation 5.2.3.1 Floculation by polymers <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 5.2.3.2 Flocculation by inorganic chemicals 5.2.4 Physical processes <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 5.3 Conditioners 5.3.1 General 5.3.2 Polymers <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 5.3.3 Inorganic chemicals (multivalent salts, lime) 5.3.4 Other products <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 5.4 Technical aspects 5.4.1 Storage of conditioner 5.4.2 Selection of conditioner 5.4.2.1 General 5.4.2.2 Sludge properties 5.4.2.3 Dewatering equipment <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 5.4.2.4 Final use or disposal 5.4.2.5 Laboratory procedure for conditioning 5.4.3 Preparation of conditioners 5.4.3.1 Organic conditioners <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 5.4.3.2 Inorganic (mineral) conditioners <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 5.4.4 Injection, dosing and mixing with sludge <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 5.4.5 Automation 6 Parameters \/ Methods for the evaluation of sludge thickenability or dewaterability 6.1 General 6.2 Mechanisms description 6.2.1 Settling \/ Flotation <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 6.2.2 Centrifugation 6.2.3 Filtration <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 6.3 Basic theories and parameters 6.3.1 Settling \/ Flotation <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 6.3.2 Centrifugation 6.3.3 Filtration <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 6.4 Methods of evaluation 6.4.1 General 6.4.2 Settleability \/ Thickenability <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | 6.4.3 Centrifugability <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 6.4.4 Filterability <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | 6.4.5 Basic parameters <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 7 Critical parameters for sizing and optimisation of thickening\/dewatering systems 7.1 General <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 7.2 Gravity thickeners 7.3 Belt thickeners 7.4 Centrifuges <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 7.5 Filter-presses 7.6 Belt-presses <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 7.7 Screw-presses 8 Operational and economic aspects of thickening\/dewatering systems 8.1 General 8.2 Performances <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 8.3 Energy consumption <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 8.4 Labour requirements 8.5 Water consumption <\/td>\n<\/tr>\n | ||||||
60<\/td>\n | 8.6 Maintenance 8.7 Safety aspects 8.8 Automation <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | 8.9 Cost aspects <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 8.10 Final considerations <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 9 Conclusions <\/td>\n<\/tr>\n | ||||||
67<\/td>\n | Annex A (informative) Environmental checklist <\/td>\n<\/tr>\n | ||||||
68<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Characterization of sludges. Good practice of sludge dewatering<\/b><\/p>\n |