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NTIS 바로가기Journal of Korea Water Resources Association = 한국수자원학회논문집, v.53 no.8, 2020년, pp.583 - 595
윤의혁 (동부엔지니어링(주) 수자원본부) , 장창래 (한국교통대학교 토목공학과) , 이경수 (행정안전부 국립재난안전연구원)
In this study, using the RCP scenario for Hyoja Drainage subbasin of Cheonggyecheon, we analyzed the change with the Historical and Future rainfall calculated from five GCMs models. As a result of analyzing the average rainfall by each GCMs model, the future rainfall increased by 35.30 to 208.65 mm ...
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핵심어 | 질문 | 논문에서 추출한 답변 |
---|---|---|
각 GCMs 모델별 Historical 대비 Future 변화율은 얼마나 증가하였는가? | 65 mm 증가하였다. 그리고 Historical 대비 Future 변화율은 1.73%~16.84% 증가하였다. SWMM 모형을 이용하여 투수성포장, 침투도랑, 옥상녹화 3가지의 LID 요소기술을 이용하였다. | |
본 연구에서는 RCP 시나리오를 무엇에 이용하였는가? | 본 연구에서는 청계천 효자배수분구 유역을 대상으로 RCP 시나리오를 이용하여 Historical 강수량 및 5개의 GCMs 모델로 부터 산정된 Future 강수량과의 변화를 분석하였다. 각 GCMs 모델별 Historical 대비 Future 연 평균 강수량은 최소 35. | |
각 GCMs 모델별 Historical 대비 Future 연 평균 강수량은 얼만큼 증가하였는가? | 본 연구에서는 청계천 효자배수분구 유역을 대상으로 RCP 시나리오를 이용하여 Historical 강수량 및 5개의 GCMs 모델로 부터 산정된 Future 강수량과의 변화를 분석하였다. 각 GCMs 모델별 Historical 대비 Future 연 평균 강수량은 최소 35.30 mm에서 최대 208.65 mm 증가하였다. 그리고 Historical 대비 Future 변화율은 1. |
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