본 연구는 초기 강우시 축사주변 지역을 대상으로 강우 유출수와 함께 배출되는 비점오염물질의 특성에 대하여 분석하였다. 강우량에 따른 유출특성 중 수리 수문-농도곡선 분석결과 유량이 증가함에 따라 농도가 점점 증가하는 경향을 보였으며, 첨두 유량이 발생한 후에는 급격히 감소하였다. 축사주변지역에서의 유량평균가중농도(EMCs)는 TSS EMC 146.80~424.95 mg/L, COD EMC 11.64~55.66 mg/L, BOD EMC 6.66~49.88 mg/L, T-N EMC 7.650~43.825 mg/L, T-P EMC 0.711~3.855 mg/L였다. 또한 TSS와 BOD, COD, T-N 그리고 T-P의 오염물질별 상관계수를 분석해보면 0.53~0.95를 나타내었으며, 정량화된 EMCs와 강우 유출량($m^3$) 등 다른 요소들간의 회귀분석을 통한 상관관계를 분석한 결과는 3차 다항식으로 설명되었으며, 물질별 결정계수는 TSS 0.767~0.835, T-N은 0.773~0.901로 비교적 높게 분석되었다, 이는 두 항목간 상관관계가 높다는 것을 의미하며, 강우유출량이 많을수록 EMC가 증가한다는 것을 의미한다. 이는 추후 강우유출량을 모니터링하면 유출량에 따른 유량가중평균농도를 예측할 수 있을 것으로 판단된다.
본 연구는 초기 강우시 축사주변 지역을 대상으로 강우 유출수와 함께 배출되는 비점오염물질의 특성에 대하여 분석하였다. 강우량에 따른 유출특성 중 수리 수문-농도곡선 분석결과 유량이 증가함에 따라 농도가 점점 증가하는 경향을 보였으며, 첨두 유량이 발생한 후에는 급격히 감소하였다. 축사주변지역에서의 유량평균가중농도(EMCs)는 TSS EMC 146.80~424.95 mg/L, COD EMC 11.64~55.66 mg/L, BOD EMC 6.66~49.88 mg/L, T-N EMC 7.650~43.825 mg/L, T-P EMC 0.711~3.855 mg/L였다. 또한 TSS와 BOD, COD, T-N 그리고 T-P의 오염물질별 상관계수를 분석해보면 0.53~0.95를 나타내었으며, 정량화된 EMCs와 강우 유출량($m^3$) 등 다른 요소들간의 회귀분석을 통한 상관관계를 분석한 결과는 3차 다항식으로 설명되었으며, 물질별 결정계수는 TSS 0.767~0.835, T-N은 0.773~0.901로 비교적 높게 분석되었다, 이는 두 항목간 상관관계가 높다는 것을 의미하며, 강우유출량이 많을수록 EMC가 증가한다는 것을 의미한다. 이는 추후 강우유출량을 모니터링하면 유출량에 따른 유량가중평균농도를 예측할 수 있을 것으로 판단된다.
In this research, it was analyzed that the effect of the non-point source pollution that occurs in the lower reaches of the livestock area. The analysis on the hydro- and polluto-graphs showed that the concentration of pollution gradually increased as the flow rate increased and, after reaching the ...
In this research, it was analyzed that the effect of the non-point source pollution that occurs in the lower reaches of the livestock area. The analysis on the hydro- and polluto-graphs showed that the concentration of pollution gradually increased as the flow rate increased and, after reaching the peak flow rate, the flow rate dropped drastically. For Event Mean Concentration (EMC), in the lower reaches of livestock area, TSS EMC was 146.80~424.95 mg/L, COD EMC 11.64~55.66 mg/L, BOD EMC 6.66~49.88 mg/L, T-N EMC 7.650~43.825 mg/L and T-P EMC 0.711~3.855 mg/L. According to the results of the analysis on the correlations between pollutants, TSS and BOD, COD, T-N and T-P had correlations at a 0.53~0.95 confidence level. In addition, according to the result of the analysis on the correlations between EMC (mg/L) and storm runoff ($m^3$), the correlation was well explained by a Cubic regression. In addition, among the determination coefficients, TSS and T-N were relatively high, at 0.767~0.835 and 0.773~0.901 respectively, which indicates that EMC goes up as the storm runoff increases. Therefore, it is expected that EMC can be forecasted according to the amount of runoff ($m^3$). The results of this research will be a practical information for the assessment of the non-point source pollution that occurs in the lower reaches of the livestock area.
In this research, it was analyzed that the effect of the non-point source pollution that occurs in the lower reaches of the livestock area. The analysis on the hydro- and polluto-graphs showed that the concentration of pollution gradually increased as the flow rate increased and, after reaching the peak flow rate, the flow rate dropped drastically. For Event Mean Concentration (EMC), in the lower reaches of livestock area, TSS EMC was 146.80~424.95 mg/L, COD EMC 11.64~55.66 mg/L, BOD EMC 6.66~49.88 mg/L, T-N EMC 7.650~43.825 mg/L and T-P EMC 0.711~3.855 mg/L. According to the results of the analysis on the correlations between pollutants, TSS and BOD, COD, T-N and T-P had correlations at a 0.53~0.95 confidence level. In addition, according to the result of the analysis on the correlations between EMC (mg/L) and storm runoff ($m^3$), the correlation was well explained by a Cubic regression. In addition, among the determination coefficients, TSS and T-N were relatively high, at 0.767~0.835 and 0.773~0.901 respectively, which indicates that EMC goes up as the storm runoff increases. Therefore, it is expected that EMC can be forecasted according to the amount of runoff ($m^3$). The results of this research will be a practical information for the assessment of the non-point source pollution that occurs in the lower reaches of the livestock area.
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