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人工湿地净化海水养殖外排水影响因素与效果实验研究
引用本文:张海耿,崔正国,马绍赛,张聪,曲克明,马健. 人工湿地净化海水养殖外排水影响因素与效果实验研究[J]. 海洋环境科学, 2012, 31(1): 20-24,52
作者姓名:张海耿  崔正国  马绍赛  张聪  曲克明  马健
作者单位:1. 中国水产科学研究院渔业机械仪器研究所,上海200092;农业部海洋渔业资源可持续利用重点开放试验室,山东省渔业资源与生态环境重点试验室,中国水产科学研究院黄海水产研究所,山东青岛266071
2. 农业部海洋渔业资源可持续利用重点开放试验室,山东省渔业资源与生态环境重点试验室,中国水产科学研究院黄海水产研究所,山东青岛266071
3. 国家海洋科学研究中心,山东青岛,266071
基金项目:国家科技支撑计划项目,国家高技术研究发展计划(863)项目,山东省博士后创新基金,中央级公益性科研院所基本科研业务费专项资金
摘    要:以海水养殖外排水为处理对象,构建芦苇复合垂直流人工湿地模拟系统进行处理效果的影响因素(盐度,水力负荷,污染负荷)实验。植物选择芦苇,种植密度为48株/m2,基质填料选择细纱、蛭石、高炉矿渣、沸石和砾石。实验结果显示,随着盐度的升高,人工湿地对CODMn和NH4-N的去除率差异不显著(P>0.05),对PO4-P的去除率在逐渐降低,变化显著(P<0.05),但芦苇表现出较强的耐盐性,在盐度20时生长良好。随着水力负荷的增加,人工湿地对CODMn、NH4-N和PO4-P的去除率呈现出降低的趋势,变化显著(P<0.05);而当污染负荷增加时,去除率呈现出先增加后降低的趋势。综合考虑运行合理性及运行效果,得出合理工况为盐度20,水力负荷0.4 m3/(m2.d),污染负荷CODMn 10 mg/L,NH4-N 2 mg/L,PO4-P 0.5 mg/L。在此工况下,系统稳定运行2个月,显示人工湿地对海水养殖外排水中的污染物具有较好的去除效果。

关 键 词:人工湿地  海水养殖外排水  盐度  水力负荷  去除率

Experimental research on influence factors and effect of mari-culture effluent purified by artificial wetland
ZHANG Hai-geng , CUI Zheng-guo , MA Shao-sai , ZHANG Cong , QU Ke-ming , MA Jiang. Experimental research on influence factors and effect of mari-culture effluent purified by artificial wetland[J]. Marine Environmental Science, 2012, 31(1): 20-24,52
Authors:ZHANG Hai-geng    CUI Zheng-guo    MA Shao-sai    ZHANG Cong    QU Ke-ming    MA Jiang
Affiliation:1.Fishery Machinery and Instrument Research Institute,Chinese Academy of Fishery Sciences,Shanghai 200092,China;2.Key Laboratory for Sustainable Utilization of Marine Fisheries Resources,Key Laboratory for Fisheries Resources and Eco-Environment,Shandong Provence,Yellow Sea Fisheries Research Institute,Chinese Academy of Fishery Science,Qingdao 266071,China;3.National Oceanographic Center,Qingdao 266071,China)
Abstract:The mari-culture effluent were purified by the reed integrated vertical flow constructed in the wetland simulation system,and several impact factors,such as salinity,hydraulic load and pollution load were analyzed.Selecting reed as the plant of constructed wetland,the density of reed was 48 per square meter,and the matrix included fine sand,vermiculite,blast furnace slag,zeolite and gravel.The results showed that with the increase of salinity,the removal rate of CODMn and NH4-N didn’t change significantly(P>0.05),the removal rate of PO4-P was decreased gradually and changed significantly(P<0.05),but the reed showed a strong salt-tolerant ability,growing well under the condition when the salinity reached to 20.As the hydraulic load increasing,the removal rate of CODMn,NH4-N and PO4-P also showed a fall tendency and changed greatly(P<0.05).While the pollution load increasing,the removal rate of CODMn,NH4-N and PO4-P showed a trend that increased first and then decreased gradually.Considering the reasonableness and operation effect,it could be concluded that a reasonable operating condition with the salinity of 20,the hydraulic loading of 0.4 m3/(m2·d),and the pollution load of CODMn,NH4-N,PO4-P was 10 mg/L,2 mg/L,0.5 mg/L,respectively.The system operated at this condition for two months,and it showed a good removal performance of mari-culture effluent with such constructed wetland.
Keywords:constructed wetland  mari-culture effluent  salinity  hydraulic load  removal rate
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