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Development of Distributed Rainfall-Runoff Model Using Multi-Directional Flow Allocation and Real-Time Updating Algorithm (II) - Application -

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Fig.  1.  Andong  Dam  Basin 2.1.3  흐름분배  알고리듬  적용 앞서  제시한  1km  해상도의  DEM  자료부터  얻어진  흐름  방향  벡터와  상세  흐름  정보를  담고  있는  50m  해 상도  흐름  방향  벡터들을  중첩하여  대상유역의  일부  지 역에서  흐름의  분배  양상을  파악하고자  흐름방향  군집 화  결과인  Fig
Fig.  3.  Flow  Grouping  for  Sampling  Region
Table  1.  Caculated  Ratio  of  Flow  Allocation  for  Sampling  Region
Fig.  6.  Namgang  Dam  Basin 2.2.2  입력자료  구축 남강댐  유역에  대한  적용을  위해  안동댐  유역에  대 한  적용과  같은  방법을  통하여  입력자료들이  구축되었 으며  Fig
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