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作 者:陈庆锋[1] 单保庆[1] 尹澄清[1] 胡承孝[2]
机构地区:[1]中国科学院生态环境研究中心,北京100085 [2]华中农业大学资源与环境学院,武汉430070
出 处:《环境污染治理技术与设备》2006年第11期23-28,共6页Techniques and Equipment for Environmental Pollution Control
基 金:国家"863"高技术研究发展计划资助项目(2002AA-601022)
摘 要:利用生态混凝土作为护坡材料,研究暴雨条件下生态混凝土控制山坡降雨径流污染的机理,以期对生态混凝土在城市护坡和护岸中的应用提供理论依据。研究结果表明,生态混凝土改变了雨水在坡面上的水文过程,阻延径流作用十分明显,有效地降低了污染物的负荷输出。生态混凝土试验小区(T2)与裸地(CK)和改良土壤小区(T1)相比,径流量分别减少了48%和24%,TN年度污染负荷(UPLR s)分别减少了53%和45%,溶解态氮(DN)减少了26%和28%,TP减少了57%和30%,溶解态磷(DP)降低了80%和33%,COD降低了62%和40%,TSS降低了56%和43%,产流时间和流量峰均明显滞后。另外,同植被覆盖良好的小区(T3)相比,生态混凝土对各种污染指标的控制效果没有明显差异,但其抗冲刷能力较强,更能适应城市护坡和护岸的需要。To apply eco-concrete to protecting urban sloping-land and river bank,a study on control mechanism of eco-concrete for sloping-land stormwater pollution was carried out in Wuhan City Zoo in 2004. The results showed that eco-concrete could effectively change the hydrological process by delaying the generation of runoff obviously, and make the export amount of pollutant load decrease sharply. Compared with no-vegetation soil(CK) and improved soil plots (T1) , the reduced rates of runoff volume in eco-concrete plot(T2) were 48% and 24% , and the unit pollution load rates( UPLRs)of total nitrogen(TN)reduced were 53% and 45% ,dissolved nitrogen ( DN ) 80% and 33 % , total phosphorous (TP) 57 % and 30% , dissolved phosphorous (DP) 80% and 33 % , chemical oxygen demand (COD) 62% and 40% , and total suspended solids (TSS) 56% and 43% , respectively. The generating time and flow peak were also behind to the other plots. Compared with plant plot(T3) ,there was no difference of control efficiency and the eco-concrete is much better for protecting sloping-land and river bank from eroding by flooding in urban areas.
关 键 词:生态混凝土 山坡 土壤侵蚀 暴雨径流污染 城市区域
分 类 号:X522[环境科学与工程—环境工程]
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