A Study on the Hydraulic Characteristics of River Junctions Using FLDWAV Model

FLDWAV 모형을 이용한 하천합류부에서의 수리학적 특성 연구

  • Cho, Hyeon-Kyeong (Dept. of Civil Engineering, Yeungnam College of Science & Technology)
  • Received : 2007.08.12
  • Accepted : 2007.11.09
  • Published : 2007.11.30

Abstract

This study aims at the calculation of a variation of flow characteristics of main channel for tributary inflow in river junction. So this study was analyzed the variation of flow depth and velocity in main channel for a change of inflow degree. For this purpose, FLDWAV model are carried out for variations of $30^{\circ}$, $60^{\circ}$ and $90^{\circ}$ tributary inflow at junction. Results show that velocity ratio(V1/V3) increases and flow depth ratio(H1/H3) decreases for discharge ratio(Q1/Q3) of upstream and downstream when degree increases in junction. And FLDWAV model was applied at a real river junctions. Selected area is a junction of Gumho river and Sin stream. Results show that pattern is similar to a virtual channel.

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