Design of a hybrid reed bed system to achieve complete nitrification and denitrification of domestic sewage

被引:18
作者
Cooper, P
Griffin, P
Humphries, S
Pound, A
机构
[1] WRc Plc, Swindon SN5 8YF, Wilts, England
[2] Severn Trent Water, Coventry CV3 6PR, W Midlands, England
[3] Severn Trent Water, Warwick CV34 3DA, England
[4] Carl Bro, Bristol BS2 8HU, Avon, England
关键词
constructed wetlands; denitrification; design; environmental impact; habitat enhancement; horizontal-flow systems; hybrid system; nitrification; reed beds; sewage treatment; vertical-flow systems;
D O I
10.1016/S0273-1223(99)00442-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The design of vertical-flow (VF) reed beds is reviewed and the performance of the few worldwide existing hybrid systems, combining both horizontal- and vertical-flow beds, is assessed. Horizontal-flow (HF) beds are good for suspended solids removal and will remove BOD(5) up to a set loading. Vertical-flow beds can achieve BOD(5) removal at much higher loading rates and they are capable of complete nitrification as tertiary or secondary treatment systems. II is possible to achieve biological denitrification in horizontal-flow beds. By combining horizontal- and vertical-flow systems in the appropriate process sequence it is thus possible to produce a system which removes BOD(5), TSS and achieves complete nitrification as well as substantial removal of nitrate and hence a lowered Total N. The paper discusses the possible process options for combining horizontal- and vertical-flow systems. One example of these systems will be described in more detail. This is a flexible hybrid system being built by Severn Trent Water. Designed to treat the flow for a small village with a population of 129 it will have vertical-flow beds followed by horizontal-flow beds. The design allows for flexibility such that the size of the vertical-flow and horizontal-flow stages can be altered (for experimental purposes) to allow the design arrangement to be stressed and performance evaluated with the intention of defining the optimum loading rates for each of the stages. The same site also has sludge drying reed beds for treating the primary sludge. (C) 1999 Published by Elsevier Science Ltd on behalf of the IAWQ. All rights reserved.
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页码:283 / 289
页数:7
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