Browse > Article

The NPS Analysis and CSO Management Based on SWMM for Oncheon Basin  

Shin, Hyun Suk (School of Civil and Environmental Engineering, Pusan National University)
Son, Jeong Hwa (School of Civil and Environmental Engineering, Pusan National University)
Jang, Jong Kyung (School of Civil and Environmental Engineering, Pusan National University)
Shon, Tae Seok (School of Civil and Environmental Engineering, Pusan National University)
Kang, Dookee (N'water & Disaster prevention Technology)
Cho, Dukjoon (Dongseo University, Department of Civil Engineering)
Publication Information
Abstract
Oncheon basin which are located in Busan is divided into 43 basin on the basis of main pipe, constructed with Storm Water Management Model (SWMM). Occurrence situation for Outflow and pollutant loads by long-term continuous rainfall is examined for treatment district and river analysis point of Oncheon basin and a reduction vs effectiveness table for effective CSOs managements is made for each of treatment districts according to each of managements. In case that treatment equipment is located at the discharge point of CSO, treatment efficiency is analysed. It is supposed that treatment equipment have an efficiency on the basis of a concentration and runoff discharge over a critical flow is discharged with it untreated and treating runoff discharge with treatment equipment at each of runoff discharge points and treating it gathered at sewage treatment plant (STP) through trunk sewer is compared for a relative treatment efficiency.
Keywords
Non-point source; Sewage Treatment Plant (STP); Storm Water Management Model (SWMM); Treatment efficiency; Treatment equipment;
Citations & Related Records
연도 인용수 순위
  • Reference
1 김창환(2002). SWMM을 이용한 보령담수호 유역의 비점원오염 추정. 석사학위논문, 건국대학교
2 배상범(2003). 도시유역에서의 초기강우에 의한 비점오염부하량 산정에 관한 연구. 석사학위논문, 경기대학교
3 이종태(2004). 도시유출해석모형의 실무적용 지침(안) 및 적용 예제. FFC04-01, 건설교통부 도시홍수재해관리 기술연구사업단
4 최지용(1994). 중ㆍ소수계의 수질관리를 위한 장기 비점오염원 모델의 개발. 박사학위논문, 한국과학기술원
5 Huber, W. C. (2001). New Option for Overland Flow Routing in SWMM. Urban Drainage Modeling(Proceedings of the Specialty Symposium of the World Water and Environmental Resources Conference). Environmental and Water Resources Institute, Orlando, FL
6 Ovbiebo, T. and She, N. (1995). Urban runoff quality and quantity modeling in a subbasin of the Duwamish River using XP-SWMM. In Proceedings of the Watershed Management Symposium, pp. 320-329
7 채준영(2004). XP-SWMM을 이용한 도시화 유역에서의 유출관리 방안 연구. 석사학위논문, 배재대학교
8 부산광역시(2007). 온천천 종합정비시행계획수립 보고서
9 Tsihrintzis, V., Hamid, R., and Fuentes, H. (1995). Calibration and verification of watershed quality model SWMM in sub-tropical urban areas. Proceedings of the 1st International Conference on Water Resources, Part 1 (of 2), ASCE, pp. 373-377
10 최지용, 신창민(2002). 비점오염원 유출저감을 위한 우수유출수 관리방안
11 Lager, J. A., Smith, W. G., Lynard, W. G., Finn, R. F., and Finnemore, E. J. (1977). Urban Stormwater Management and Technology: Update and User's Guide. EPA-600/8-77-014 (NTIS PB-275264). Environmental Protection Agency, Cincinnati, OH
12 국립환경과학원 낙동강물환경연구소(2007). 주요 비점오염원 유출 장기모니터링 및 저감기법 연구
13 Warwick, J. J. and Tadepalli, P. (1991). Efficacy of SWMM application. Journal of Water Resources Planning and Management, 117(3), pp. 352-366   DOI
14 Engman, E. T. (1986). Roughness Coefficients for Routing Surface Runoff. Journal of lrrigation and Drainage Engineering, ASCE, 1(1), pp. 39-53   DOI   ScienceOn
15 Huber, W. C. (2006). Use of EPA SWMM5 for Generation of BMP Effluent EMC Distribution. Proceedings of Second BMP Technology Symposium, EWRI World Water and Environmental Resources Congress, May 2006, Omaha, American Society of Civil Engineers, Reston, VA, CD-ROM
16 이종태, 강태호(1997). 도시 배수유역의 유출-수질 특성인자의 민감도 분석. 한국수자원학회 논문집, 30(1), pp. 83-93   과학기술학회마을
17 Horton, R. E. (1933). The Role of Infiltration in the Hydrologic Cycle. Transactions American Geophysical Union, 14, pp. 446-460   DOI
18 환경부(2006). 비점오염원관리 업무편람
19 김말희(2004). SWMM을 이용한 도시하수관거에서의 비점오염원 관리에 관한 연구. 석사학위논문, 한밭대학교