各类人工湿地中营养物质的去除

Removal of nutrients in various types of constructed wetlands.

作者信息

Vymazal Jan

机构信息

ENKI o.p.s., Rícanova 40, 169 00 Praha 6, Czech Republic.

出版信息

Sci Total Environ. 2007 Jul 15;380(1-3):48-65. doi: 10.1016/j.scitotenv.2006.09.014. Epub 2006 Oct 31.

Abstract

The processes that affect removal and retention of nitrogen during wastewater treatment in constructed wetlands (CWs) are manifold and include NH(3) volatilization, nitrification, denitrification, nitrogen fixation, plant and microbial uptake, mineralization (ammonification), nitrate reduction to ammonium (nitrate-ammonification), anaerobic ammonia oxidation (ANAMMOX), fragmentation, sorption, desorption, burial, and leaching. However, only few processes ultimately remove total nitrogen from the wastewater while most processes just convert nitrogen to its various forms. Removal of total nitrogen in studied types of constructed wetlands varied between 40 and 55% with removed load ranging between 250 and 630 g N m(-2) yr(-1) depending on CWs type and inflow loading. However, the processes responsible for the removal differ in magnitude among systems. Single-stage constructed wetlands cannot achieve high removal of total nitrogen due to their inability to provide both aerobic and anaerobic conditions at the same time. Vertical flow constructed wetlands remove successfully ammonia-N but very limited denitrification takes place in these systems. On the other hand, horizontal-flow constructed wetlands provide good conditions for denitrification but the ability of these system to nitrify ammonia is very limited. Therefore, various types of constructed wetlands may be combined with each other in order to exploit the specific advantages of the individual systems. The soil phosphorus cycle is fundamentally different from the N cycle. There are no valency changes during biotic assimilation of inorganic P or during decomposition of organic P by microorganisms. Phosphorus transformations during wastewater treatment in CWs include adsorption, desorption, precipitation, dissolution, plant and microbial uptake, fragmentation, leaching, mineralization, sedimentation (peat accretion) and burial. The major phosphorus removal processes are sorption, precipitation, plant uptake (with subsequent harvest) and peat/soil accretion. However, the first three processes are saturable and soil accretion occurs only in FWS CWs. Removal of phosphorus in all types of constructed wetlands is low unless special substrates with high sorption capacity are used. Removal of total phosphorus varied between 40 and 60% in all types of constructed wetlands with removed load ranging between 45 and 75 g N m(-2) yr(-1) depending on CWs type and inflow loading. Removal of both nitrogen and phosphorus via harvesting of aboveground biomass of emergent vegetation is low but it could be substantial for lightly loaded systems (cca 100-200 g N m(-2) yr(-1) and 10-20 g P m(-2) yr(-1)). Systems with free-floating plants may achieve higher removal of nitrogen via harvesting due to multiple harvesting schedule.

摘要

在人工湿地(CWs)废水处理过程中,影响氮去除和保留的过程多种多样,包括氨挥发、硝化作用、反硝化作用、固氮作用、植物和微生物吸收、矿化作用(氨化作用)、硝酸盐还原为铵(硝酸盐氨化作用)、厌氧氨氧化(ANAMMOX)、破碎、吸附、解吸、掩埋和淋溶。然而,只有少数过程最终能从废水中去除总氮,而大多数过程只是将氮转化为其各种形式。根据人工湿地类型和进水负荷,所研究的人工湿地类型中总氮的去除率在40%至55%之间,去除负荷在250至630 g N m(-2) yr(-1)之间。然而,不同系统中负责去除的过程在程度上有所不同。单级人工湿地由于无法同时提供好氧和厌氧条件,不能实现高总氮去除率。垂直流人工湿地能成功去除氨氮,但这些系统中的反硝化作用非常有限。另一方面,水平流人工湿地为反硝化作用提供了良好条件,但这些系统硝化氨的能力非常有限。因此,可将各种类型的人工湿地相互结合,以发挥各个系统的特定优势。土壤磷循环与氮循环有根本区别。在无机磷的生物同化过程或微生物分解有机磷的过程中,没有价态变化。人工湿地废水处理过程中的磷转化包括吸附、解吸、沉淀、溶解、植物和微生物吸收、破碎、淋溶、矿化、沉积(泥炭堆积)和掩埋。主要的磷去除过程是吸附、沉淀、植物吸收(随后收获)和泥炭/土壤堆积。然而,前三个过程是可饱和的,且土壤堆积仅发生在自由水面人工湿地中。除非使用具有高吸附能力的特殊基质,否则所有类型人工湿地中的磷去除率都很低。所有类型人工湿地中总磷的去除率在40%至60%之间,去除负荷在45至75 g N m(-2) yr(-1)之间,这取决于人工湿地类型和进水负荷。通过收获挺水植物的地上生物量来去除氮和磷的量很低,但对于负荷较轻的系统(约100 - 200 g N m(-2) yr(-1)和10 - 20 g P m(-2) yr(-1))可能相当可观。具有自由漂浮植物的系统由于多次收获计划,通过收获可能实现更高的氮去除率。

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