研究报告

  • 胡舒,张旭,张晓凤,李广贺,刘通.奥林匹克森林公园典型人工林地非点源污染输出特征分析[J].环境科学学报,2011,31(1):61-68

  • 奥林匹克森林公园典型人工林地非点源污染输出特征分析
  • The characteristics of non-point source pollution in typical artificial forest lands in Beijing Olympic Forest Park
  • 基金项目:“十一五”国家科技支撑计划课题(No.2007BAC22B02)
  • 作者
  • 单位
  • 胡舒
  • 清华大学环境科学与工程系, 北京 100084
  • 张旭
  • 清华大学环境科学与工程系, 北京 100084
  • 张晓凤
  • 清华大学环境科学与工程系, 北京 100084
  • 李广贺
  • 清华大学环境科学与工程系, 北京 100084
  • 刘通
  • 清华大学环境科学与工程系, 北京 100084
  • 摘要:选取北京奥林匹克森林公园的典型人工林地为研究对象,通过对天然降雨径流过程及泥沙、氮、磷等污染物浓度随径流变化过程的监测,研究公园典型密草林地覆盖下,不同坡形及人工沟渠汇流条件下的径流及污染物浓度、形态和负荷的输出特征.结果表明,相同降雨条件下,林地1的坡长/坡宽比小,径流深度大,林地1坡度较大的草皮型汇流沟渠对径流的削减作用弱于林地2坡度较小的植草型汇流沟渠.两林地的泥沙浓度随径流量变化明显,总氮、总磷浓度在径流过程中的变化幅度较小.氮、磷的流失以可溶性为主,可溶性氮、磷在总氮、总磷中的比例分别为60%~80%和60%~64%.降雨量为6.8mm时,林地1的径流深度为0.16mm,总氮、总磷单位面积的流失负荷分别为0.74mg·m-2和0.09mg·m-2,林地2无径流;当降雨量为45mm时,林地1的径流深度为7.77mm,泥沙、总氮和总磷单位面积的流失负荷分别为1662.82mg·m-2、35.58mg·m-2和3.24mg·m-2,林地2的径流深度为0.41mm,泥沙、总氮和总磷单位面积的流失负荷分别为86.48mg·m-2、2.49mg·m-2和0.31mg·m-2.径流深度对泥沙、总氮、总磷单位面积的流失负荷影响较大.因此,要减少公园林地非点源污染负荷,应重点控制地表径流总量.
  • Abstract:In order to discover the characteristics of non-point source pollution in Beijing Olympic Forest Park,two typical artificial forest lands with different topography and vegetation covers were selected to study the rainfall-runoff process and pollutant concentrations combined with natural rainfall events. The results showed that the runoff depth of site 1 with smaller length/width ratio was deeper than site 2 with larger length/width ratio. The planted grass swales in site 2 had a better performance in runoff reduction than the artificial turf swales in site 1. Ahigh variability of sediment concentration range and a lower variability of total nitrogen(TN) and total phosphorus(TP) concentration range were obtained during the runoff process. The majority of TNand TPlost were in dissolved form,in which,the TDN/TNand TDP/TPratios were from 60%~80% and 60%~64%,respectively in the two sites. In a 6.8 mm rainfall event,the observed runoff depth was 0.16 mm,and the losses of TNand TPwere 0.74 mg·m-2 and 0.09 mg·m-2 respectively in site 1; while there was no runoff yield in site 2. In a 45 mm rainfall event,the runoff depth was 7.77 mm,and the losses of sediment,TN and TP were 1662.82 mg·m-2,35.58 mg·m-2 and 3.24 mg·m-2 respectively in site 1; while in site 2,the runoff depth was 0.41 mm,and the losses of sediment,TNand TPwere 86.48 mg·m-2,2.49 mg·m-2 and 0.31 mg·m-2 respectively. It was shown that the runoff depth could reflect the significant impact on pollutant loss. Thus reducing the runoff yield is critical to non-point source pollution control in the park.

  • 摘要点击次数: 2790 全文下载次数: 3019