基于SWAT模型的武强溪流域非点源污染关键源区界定与控制策略

    Definition and control strategy of the key source areas of non-point source pollution based on SWAT model in Wuqiang River Basin, Zhejiang of China

    • 摘要: 随着点源污染的控制与处理技术日趋完善,非点源污染成为重要的水污染源。武强溪作为流入千岛湖的第二大支流,量化武强溪流域非点源污染负荷,解析非点源污染时空分布特征,提出适合削减武强溪流域污染物的最佳管理措施(best management practices,BMPs)对千岛湖水污染高效治理至关重要。该研究基于土壤水分评估工具(Soil and water assessment tool,SWAT)分析了武强溪流域径流量、总氮输出负荷量的时空分布特征,探究了不同管理措施及组合的削减效果,提出了武强溪流域非点源污染针对性的治理措施。结果表明:1)SWAT模型对于武强溪流域径流量和总氮输出负荷量的模拟具有较好的适用性,径流量校准期和验证期的决定系数(coefficient of determination,R2)分别为0.86、0.97,纳什系数(nash-sutcliffe coefficient,NSE)分别为0.83、0.96,百分比偏差(percent bias,PBIAS)分别为15.8%、−6.3%,总氮校准期和验证期的决定系数分别为0.87、0.74,纳什系数分别为0.63、0.66,百分比偏差分别为31.6%、21.2%;2)该流域径流量和总氮负荷主要集中在3—7月,分别占全年输出量的71.67%和75.76%。综合考虑氮的来源和流失途径,将耕地和林地面积占比大、坡度陡的子流域设置为总氮的关键污染源区。考虑调整化肥施用量/配方、改变耕作方式和设置植被缓冲带等削减非点源污染的手段,进行总氮输出负荷削减效率的情景模拟,表明10 m植被缓冲带是减少总氮输出负荷的最佳单一控制策略,总氮削减率可达到69.90%;实施综合管理措施对总氮的污染削减效果更佳,10 m植被缓冲带与施肥量减少20%可使总氮削减率达到74.79%。研究结果可为千岛湖水质管理与控制提供理论基础。

       

      Abstract: With the improvement of point source pollution control and treatment technology, non-point source pollution has become an important source of water pollution. As the second largest tributary flowing into Qiandao Lake, it is important to quantify the non-point source pollution load in the Wuqiang River Basin, analyze the spatial and temporal distribution characteristics of non-point source pollution, and propose the best management practices (BMPs) suitable for reducing pollutants in the Wuqiang River Basin. Based on the Soil and Water Assessment Tool (SWAT), this study analyzed the temporal and spatial distribution characteristics of runoff and total nitrogen output load in Wuqiang River Basin, explored the reduction effects of different management measures and combinations, and proposed targeted treatment measures for non-point source pollution in Wuqiang River basin. The results showed that: 1) The SWAT model had good applicability for the simulation of runoff and total nitrogen pollution load in Wuqiang River Basin, and the coefficient of determination (R2) of runoff calibration period and verification period were 0.86 and 0.97, respectively. The Nash-sutcliffe coefficient (NSE) were 0.83 and 0.96, and the percent bias (PBIAS) were 15.8% and -6.3%, respectively. The coefficient of determination of total nitrogen calibration period and verification period were 0.87 and 0.74, respectively. The Nash coefficient was 0.63 and 0.66, and the PBIAS were 31.6% and 21.2%, respectively. 2) The runoff and total nitrogen load were mainly concentrated from March to July, accounting for 71.67% and 75.76% of the annual load, respectively. Considering the source and loss path of nitrogen, subbasins with large proportion of cultivated land and forest land and steep slope were set as the key pollution source areas of total nitrogen, and measures to reduce non-point source pollution such as adjusting fertilizer application rate, changing farming methods and setting vegetation buffer belts were taken into account to simulate the reduction efficiency of total nitrogen pollution load. The results showed that the 10-meter vegetation buffer zone was the best single control strategy to reduce the total nitrogen pollution load, and the total nitrogen reduction rate could reach 69.90%. The effect of integrated management measures on the reduction of total nitrogen pollution was better, and the reduction rate of total nitrogen can reach 74.79% when the 10-meter vegetation buffer zone and fertilizer amount were reduced by 20%. The results of this study can provide a theoretical basis for water quality management and control of Qiandao Lake.

       

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