基于HSPF模型的龙滩坝流域非点源污染负荷特征评价及管理分区与最佳管理实践

Yong-Ho Choi, Yong-Hoon Jeong, H. T. Nguyen, S. Yoon, In-Gyong Yi, D. Kwak
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Furthermore, the detailed catchment area subject to non-point pollution management was selected and the effect of reducing non-point pollution was examined based on the various simulation results.Results and Discussion : The three sub-basins, including specific component of catchments, of Yongdam watershed was selected according to the load intensity and distribution of NPS pollution. The result of analyzing the load flowing into the downstream by rainfall intensity revealed that the pollutant load accounted for 11.8~19.9% in the dry season, and for Jinan-cheon sub-basin the load was high in the range of 10~30 mm while Janggye-cheon sub-basin and downstream of Janggye-cheon junction sub-basin showed a high load in the range 30~60 mm. In addition, the load duration curve (LDC) showed the excess frequency of BOD load was high when the flow rate increased at the end of stream for each sub-basin, whereas the load excess frequency was high in T-P in the entire flow range. 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摘要

目的:识别和估算永达姆流域非点源污染负荷,并制定适合永达姆子流域环境条件的非点源管理方案。方法:通过对永坝流域NPS污染物负荷的调查,建立研究区的水文模拟程序fortran(HSPF)模型,模拟非点径流特征。此外,根据各种模拟结果,选择了实施非点污染管理的详细集水区,并检验了减少非点污染的效果。结果与讨论:根据NPS污染的负荷强度和分布情况,选取了永坝流域的三个子流域,包括集水区的特定组成部分。按降雨强度分析流入下游的负荷结果表明,旱季污染物负荷占11.8~19.9%,济南川次流域的负荷在10~30mm范围内较高,长江次流域和长江口次流域下游的负荷在30~60mm范围内较高,负荷-持续时间曲线(LDC)显示,当流量在每个子流域的末端增加时,BOD负荷的超额频率较高,而在整个流量范围内,T-P的负荷超额频率较高。LDC分析表明,点污染物和非点污染物对河流水质的影响是复杂的。当通过选择10个对NPS污染管理有较高需求的详细集水区来安装农场地面覆盖物时,济南川次流域的T-P负荷减少了325.256~995.912g/d,长江次流域减少了1279.813~3327.513g/d,和1316.831~3555.443g/d。结论:通过HSPF模型的各种模拟实验,详细选择一个受NPS污染控制的集水区并评估减少NPS污染的效果是可行的。
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Evaluation of Non-Point Source Pollution Load Characteristics and Identifying Management Sub-Basin Area and Best Management Practices Using HSPF Model in Yongdam Dam Watershed
Objectives : To identify and estimate the non-point source (NPS) pollution loads in the Yongdam watershed, and to take an appropriate NPS management plan suitable for the environmental conditions of the sub-basin of Yongdam watershed.Methods : The NPS pollutant loads of the Yongdam watershed was investigated to establish the hydrological simulation program-fortran (HSPF) model for the study area so that the characteristics of non-point runoff were simulated. Furthermore, the detailed catchment area subject to non-point pollution management was selected and the effect of reducing non-point pollution was examined based on the various simulation results.Results and Discussion : The three sub-basins, including specific component of catchments, of Yongdam watershed was selected according to the load intensity and distribution of NPS pollution. The result of analyzing the load flowing into the downstream by rainfall intensity revealed that the pollutant load accounted for 11.8~19.9% in the dry season, and for Jinan-cheon sub-basin the load was high in the range of 10~30 mm while Janggye-cheon sub-basin and downstream of Janggye-cheon junction sub-basin showed a high load in the range 30~60 mm. In addition, the load duration curve (LDC) showed the excess frequency of BOD load was high when the flow rate increased at the end of stream for each sub-basin, whereas the load excess frequency was high in T-P in the entire flow range. LDC analysis led to us that the water quality of stream was affected by point and non-point pollutants in a complex way. When the ground cover in a farm were installed by selecting 10 detailed catchments with high need for NPS pollution management, the reduction of T-P load was estimated to be reduced by 325.256~995.912 g/d in Jinan-cheon sub-basin, 1279.813~3327.513 g/d in Janggye-cheon sub-basin, and 1316.831~3555.443 g/d in downstream of Janggye-cheon junction sub-basin.Conclusion : Through various simulation experiments using the HSPF model, it was feasible to select an catchment subject to NPS pollution control in detail and evaluate the effect of reducing NPS pollution.
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