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        검색결과 10

        2.
        2008.12 KCI 등재 구독 인증기관 무료, 개인회원 유료
        동복호의 수중생태계 구조를 파악하기 위한 조사의 일환으로 상류, 중류, 하류의 식물플랑크톤의 출현패턴을 조사하였다. TN과 TP농도의 조사지점과 조사시기에 따른 변화는 5월을 제외하고는 크지 않았다. 클로로필의 농도는 상류와 중류에서는 8월에 가장 낮고 봄과 가을에 높은 것으로 나타났고, 하류에서는 5월에 최고의 농도를 나타냈다. 동정된 식물플랑크톤은 상류에서 78종, 중류에서 71종, 그리고 하류에서 63종으로 총 108종이었다. 녹조류가 54종, 규
        4,000원
        8.
        2012.10 KCI 등재 서비스 종료(열람 제한)
        The objective of this study is to evaluate Flow-Pollutant load delivery ratio equations developed from rural watershed on main subwatersheds within Juam Lake. Two regression equations for BOD and three equations for T-P were evaluated on Bosung cheon, Dongbok cheon, Songgwang cheon, Naenam cheon, and Sinpyeon cheon. The results show that estimation of BOD delivery ratio using flow-delivery equation is reliable when relative composition of discharge load of pollutant sources of a watershed is similar to those of watershed where the equation developed. On the other hand, application of regression equation for T-P was feasible when the landuse pattern and relative composition of discharge load of pollutant sources of a watershed is similar to those of watershed where the equation developed.
        9.
        2012.01 KCI 등재 서비스 종료(열람 제한)
        The objective of this study is to provide pollutant loads delivery ratio for flow duration in Oenam-cheon watershed, which is upstream watershed of Juam Lake. To calculate the delivery ratio by flow duration, rating curves and discharge-loads curves using measured data were established, then Flow Duration Curve(FDC) and pollutant loads delivery ratio curves were constructed. The results show that the delivery ratios for BOD5 for abundant flow(Q95), ordinary flow(Q185), low flow(Q275), and drought flow(Q355) were 23.9, 12.7, 7.1, and 2.9%, respectively. The delivery ratios of same flow regime for T-N were 58.4, 31.2, 17.2 and 7.1%, respectively. While, the delivery ratios T-P were 17.3, 7.5, 3.4, and 1.1% respectively. In general, delivery ratio of high flow condition showed higher value due to the influence of nonpoint source pollution. Based on the study results, generalized equations were developed for delivery ratio and discharge per unit area, which could be used for ungaged watershed with similar pollution sources.