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2020 Vol.53, Issue 8 Preview Page

Research Article

Numerical study on flow characteristics at dividing open-channel with changing bifurcation angle using TELEMAC-2D

TELEMAC-2D모형을 이용한 분류각 변화에 따른 개수로 흐름특성변화 수치모의 연구

Daejin Junga
,
Chang-Lae Jangb*
,
Kwansue Jungc
정 대진a
,
장 창래b*
,
정 관수c
aDeputy Director, Large-scale Land Reclamation Office of Korea Rural Community Cooperation
bProfessor, Department of Civil Engineering, Korea National University of Transportation
cProfessor, Department of Civil Engineering Chungnam National University
a한국농어촌공사 대단위간척처 차장
b한국교통대학교 토목공학과 교수
c충남대학교 토목공학과 교수
* Corresponding Author
31 August 2020. pp. 617-626
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Abstract

This study investigates changes of bifurcation discharge ratio, flow velocity distributions and characteristics of separation zone due to variation of bifurcation angle by using TELEMAC-2D model. When the bifurcation angle is reduced from 90° to 45° without changing the boundary conditions, the bifurcation discharge ratio increased by 1.5 times from 0.523 to 0.785 because of increasing the radius of curvatures, the inertia force of the downstream flow, and the pressure gradient by the downstream boundary conditions. The bifurcation discharge ratio increases non-linearly whenever the bifurcation angle decreases by 15° intervals from 90° to 45° in flow with the upstream Froude number of 0.45 to 0.74. In flow with a maximum Froude number of 0.74, the rate of increase for bifurcation discharge ratio is 31.1% and the minimum value. When the Froude number is 0.58, the bifurcation discharge ratio is 0.7 or less, and the maximum rate of increase for that ratio is 53.5%. As the upstream Froude number decreases less than 0.58, the bifurcation discharge ratio exceeds 0.7, and the rate of increase decreases. When the upstream Froude number is 0.4 higher, the dimensionless width and length changing ratio of the separation zone are about 2.56 and 5.5 times higher than in 0.4 or less.

Keywords
Bifurcation
Separation zone
Bifurcation angle
Bifurcation discharge ratio

본 연구에서는 TELEMAC-2D를 이용하여 개수로 분류부에서 분류각과 분류유량비 변화에 따른 유속분포, 흐름분리구역의 크기, 분류각과 유량비 변화의 상관관계를 파악하였다. 상 ․ 하류단 경계조건의 변화 없이 분류각만 90°에서 45°로 감소하면 주흐름에서 분리되어 분류수로로 유입되는 흐름의 곡률반경이 증가하고 급격한 흐름방향의 전환에 의한 에너지손실은 감소하며, 주수로와 분류수로 하류방향으로 흐르는 흐름의 관성력과 하류단 경계조건에 의한 압력경사의 영향으로 분류수로에 유입되는 분류유량비가 0.523에서 0.785로 약 1.5배 증가하였다. 분류부 상류 유입흐름의 프루우드 수가 F1 = 0.45～0.74인 흐름에서 분류각을 90°에서 45°로 15° 간격으로 감소할 때마다 분류유량비는 각각 6～10%, 17～30%, 32～54%로 비선형적으로 증가하며, F1가 최대 0.74인 흐름에서 분류유량비 증가율이 31.1%로 최소값을 나타내고 F1 = 0.58 일 때 분류유량비가 0.7 이하이면서 최대 분류유량비 증가율 53.5%을 나타내며, F1이 0.58보다 감소할수록 분류유량비가 0.7을 초과하면서 그 증가율도 함께 감소하게 된다. F1 > 0.4인 흐름은 F1 < 0.4의 흐름보다 무차원 흐름분리구역의 폭(SW/B) 변화율은 약 2.56배 높으며 무차원 흐름분리구역 길이(SL/B) 변화율은 약 5.5배 높게 나타난다.

키워드
분류부
흐름분리구역
분류각
분류유량비
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Information
  • Publisher :KOREA WATER RESOURECES ASSOCIATION
  • Publisher(Ko) :한국수자원학회
  • Journal Title :Journal of Korea Water Resources Association
  • Journal Title(Ko) :한국수자원학회 논문집
  • Volume : 53
  • No :8
  • Pages :617-626
  • Received Date : 2019-12-16
  • Revised Date : 2020-07-07
  • Accepted Date : 2020-07-07
  • DOI :https://doi.org/10.3741/JKWRA.2020.53.8.617
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