An integrated hydrodynamic model was developed by dynamic coupling based on numerical grid applied global discretization scheme for 1D channel and 2D overland domain. Interface implementation was suggested to simulate hydrodynamic interaction considering the continuity of time dependent water level/flux between channel and overland regime. A hypothetical watershed example was used to demonstrate the applicability of a coupled 1D/2D model. The results verified that the model reproduced well return flows to channel as well as the diffusion of inundation flow.

• 이재영((주)인시티 인프라연구소 연구소장, 공학박사) | Lee, Jae Young 교신저자
• 남명준((주)인시티 인프라연구소 대리, 공학석사) | Nam, Myoeng Jun
• 김기영(K-water 연구원 기반시설연구소 책임연구원, 공학박사) | Kim, Ki Young
• 신동훈(K-water 연구원 기반시설연구소 소장, 공학박사) | Shin, Dong-Hoong