DOI QR코드

DOI QR Code

하구폐색저감을 위한 도류제 제원에 관한 연구

Study on Training levee Dimension for Reduction of River Mouth Occlusion

  • 투고 : 2014.01.06
  • 심사 : 2014.02.13
  • 발행 : 2014.02.28

초록

본 연구에서는 완경사 하천에 유입하는 지류 하구부 하도폐색현상을 규명하기 위하여 본류하도로 유입하는 합류각이 $30^{\circ}$, $45^{\circ}$, $60^{\circ}$, $75^{\circ}$ 형태의 가상하도 합류부의 구조를 설정한 후, 수제의 길이가 본류하도 하폭의 4%, 6%, 8%, 10%에 해당하는 도류제에 대해서 각각의 수리학적 특성을 SMS의 RMA-2와 SED2D 모형을 이용하여 수치해석을 실시하였다. 수치해석 결과에서 설정된 적정 도류제를 낙동강 본류에 유입하는 합류각이 큰 감천 합류부와 합류각이 작은 위천 합류부에 적용하여 유속, 수위, 하상변동 등 수리학적 특성 분석을 통한 하구폐색저감을 위한 도류제 제원을 제시하였다.

In this study, virtual confluence of $30^{\circ}$, $45^{\circ}$, $60^{\circ}$, $75^{\circ}$ type flowing into main channel was designed to comprehend occlusion phenomenon of the mouth of river, then performed numerical analysis using the RMA-2 and SED2D model of SMS according to application of 40m, 60m, 80m, 100m Training levee corresponding to main channel width ratio. Results of simulations analysis are summarized as follows. Applying appropriate Training levee length determined by numerical analysis results, Training levee dimension for occlusion reduction was studied through the analysis of velocity, water level, bed variation at the Gamchen confluence and Wichen confluence.

키워드

참고문헌

  1. An, SB (2008). Analysis on Characteristics of Two- Dimensional Flow around Groynes in Curvature Channel, 2008 Korean Society of Civil Engineers Conference Water Resources, pp. 702-705. [Korean Literature]
  2. Bhallamudi and Chaudhry (1991). Numerical Modeling of Aggradation and Degradations in Alluvial Channels, J. of Hydraulic Engineering, ASCE, 117(9).
  3. Choi, DK (2003). Applicability of SED-2D model in curved channel, Master Thesis, Kyonggi University, Kyonggi, Korea. [Korean Literature]
  4. Choi, GW (2009). Flow Characteristics Depending upon Installing Training levee in Channel Junction, 2009 Korean Society of Civil Engineers Conference Water Resources Section, pp. 2607-2610. [Korean Literature]
  5. Han, JY (2011). Characteristics of River Bed Change at River Junction According to the Type of Tributary Inflow, Master Thesis, Suwon University, Suwon, Korea. [Korean Literature]
  6. Jang, S (2010). Analysis of River Bed Change caused by River Cross Structures, Master Thesis, Yeungnam University, Kyoungsan, Korea. [Korean Literature]
  7. Jee, HK (2010). Drainage Effect of Tributary Channel with Jetty at Channel Junctions, 2010 Korean Society of Civil Engineers Conference Water Resources Section, pp. 1610-1613. [Korean Literature]
  8. Jun, DS (2008). Drainage Effect of Tributary Channel with Jetty at Channel Junctions, 2008 Korean Society of Civil Engineers Conference Water Resources Section, pp. 702-705. [Korean Literature]
  9. Kim, WS (2011). The Curved Channel's River-bed Change Characteristic Study using 2-D Numeric Analysis Model, Master Thesis, Kangwon University, Kangwon, Korea. [Korean Literature]
  10. Lee, JW (2009). A study on the Improve a plan of flow at the Junction of Two Rivers, Master Thesis, Kyungil University, Kyoungsan, Korea. [Korean Literature]
  11. Park, YH (2008). Sediment Transport Changes by Modified Jetties, 2008 Korean Society of Civil Engineers Conference Water Resources Section, pp. 1132-1135. [Korean Literature]
  12. Park, YS (2003). The analysis of hydraulic characteristics depending upon the variation of discharge and approaching angle at channel junctions, Ph.D Thesis, Inchun University, Inchun, Korea. [Korean Literature]
  13. Son, GI (2005). Modelling of Sediment Transportation and Deposition in GIS, J. of Korea Water Resources Association, 38(5), pp. 223-233. [Korean Literature] https://doi.org/10.3741/JKWRA.2005.38.3.223
  14. Song, B (2008). Flow Characteristics and Riverbed Changes Simulation for the Upstream and Downstream Sections of Gongju Bridge, Master Thesis, Kongju University, Kongju, Korea. [Korean Literature]
  15. Song, SH (2010). Hydrological Properties Depending on Inflow Angle and River Bed Elevation Gap at Confluence, Master Thesis, Suwon University, Suwon, Korea. [Korean Literature]