'
도시지역 비점오염 저감을 위한 적정 처리용량 결정 방법 연구 = The Study on Methodology to Determine Optimum Treatment Capacity for Removal of NPS generated in Urban' 의 주제별 논문영향력
논문영향력 요약
주제
강우유출수
도시지역
비점오염원
설계용량
동일주제 총논문수
논문피인용 총횟수
주제별 논문영향력의 평균
213
0
0.0%
주제별 논문영향력
논문영향력
주제
주제별 논문수
주제별 피인용횟수
주제별 논문영향력
주제어
강우유출수
53
0
0.0%
도시지역
39
0
0.0%
비점오염원
120
0
0.0%
설계용량
1
0
0.0%
계
213
0
0.0%
* 다른 주제어 보유 논문에서 피인용된 횟수
0
'
도시지역 비점오염 저감을 위한 적정 처리용량 결정 방법 연구 = The Study on Methodology to Determine Optimum Treatment Capacity for Removal of NPS generated in Urban' 의 참고문헌
주차장 및 교량지역의 강우유출수내 비점오염물질의특성비교 및 동적 EMCs
김이형
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U.S EPA. “National Management Measures for the Control ofNon-point Pollution from Agriculture.” Washington D.C. 20460. (2003).
U.S EPA "National Management MEasures Guidance to Control Nonpoint Source Pollution from Urban Areas." (2005).
Torben Larsen, Kirsten Broch, Margit Riis Andersen. "First flusheffects in an urban catchment area in aalborg." Water Science andTechnology. 37.1 (1998): 252-257.
Sansalone, JJ and Buchberger, SG. "Partitiong and first flush ofmetals in urban roadway strom water." J. of EnvironmentalEngineering, 123.2 (1997): 134-143.
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Guo, Y. and Hughes, W. “Storage Volume and Overflow Risk forInfiltration Basin Design.” Journal of Irrigation and DrainageEngineering. 127.3 (2001): 170-175.
Guo, Y. and Adams, P. J. “Analysis detention ponds for stormwaterquality control.” Water Resources Research. 35 (1999): 2447-2456.
Guo, J. C. Y. and Urbonas, R. B. “Maximized detention volumedetermined by runoff capture ratio.” Journal of Water ResourcesPlanning and Management. 122 (1996): 33-39.
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도시지역 비점오염 저감을 위한 적정 처리용량 결정 방법 연구 = The Study on Methodology to Determine Optimum Treatment Capacity for Removal of NPS generated in Urban'
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