|
|
| WQF 기준 LID 비점오염저감시설의 설계 유량 산정 |
|
이정훈, 최대규, 박무종, 김상단 |
|
|
| Estimation of Design Flow Rate for LID Non-Point Pollutants Control Facilities based on Water Quality Flow |
|
Jeonghoon Lee, Daegyu Choi, Moojong Park, Sangdan Kim |
|
|
|
|
|
|
| Abstract |
|
In this study several design criteria for LID non-point pollutants control facilities based on water quality flow are investigated. Based on this review, an improved design flow rate is proposed. The desing flow rate of 2.5 mm/hr for LID facilities based on water quality flow is recommended in urban drainage catchment, and this result is expected to be able to make a very positive contribution to non-point pollutant sources management in the sense of providing reasonable design criteria of non-point pollutant control facilities. |
| Key Words:
Design flow rate; LID; Non-point pollutant sources; TMDL; WQF |
| 요지 |
|
본 연구에서는 LID 시설 중 WQF 시설에 대한 다양한 설계기준을 검토하고, 이를 바탕으로 개선된 설계유량이 제안된다. 도시지역을 대상으로 2.5 mm/hr 의 설계유량이 제안되었으며, 이러한 결과는 비점오염저감시설의 합리적인 설계기준을 제공한다는 관점에서 비점오염원 관리에 매우 긍정적인 기여를 할 것으로 기대된다. |
| 핵심용어:
설계유량; 비점오염원; 수질오염총량관리제; 수질처리유량 |
|
PDF Links
Full text via DOI
Download Citation
