DOI QR코드

DOI QR Code

A Study on the Labyrinth Weir for Improvement of Reaeration

재폭기 효율 증가를 위한 래버린스 보에 관한 연구

  • 유대영 (한국건설기술연구원 수자원환경연구부) ;
  • 김성태 (환경관리공단 유역관리처) ;
  • 우효섭 (한국건설기술연구원 연구위원)
  • Published : 2002.10.01

Abstract

In order to develop the weir with high reaeration efficiency, the reaeration experiments at linear weir, ogee spillway type weir, and labyrinth weirs were conducted and the results were compared. The effect of roughened crest was also analyzed. It was found from the experiments that the oxygen transfer efficiency at the ogee spillway type weir was the lowest and that at the linear weir was second lowest among the weirs used in the experiments. It was also revealed that the reaeration efficiencies of the labyrinth weirs increase as the included angles become smaller. The roughened crest which causes the disintegration of overflow was found to increase the reaeration efficiency significantly. On the basis of the results of the experiments, the pilot construction of the labyrinth welt with included angle of 30 degree was made. The labyrinth weir was made up by assembling the frame and then filling the ripraps into the frame. The ripraps were exposed at the crest to split the overflow. The average value of oxygen transfer efficiency observed at the pilot weir was 0.18. It is expected that the results from the experimental study and the field data of the pilot weir would serve for the improvement of water quality by the weirs with high reaeration efficiency.

재폭기 효율이 향상된 보를 개발하기 위하여 직선형 보, 여수로형 보, 래버린스 보의 재폭기 실험을 통해 산소전달효율을 측정하여 결과론 비교하였고, 또한 제정의 조도를 증가시켜 그 효과를 분석하였다. 실험 결과에 의하면 여수로 형 보에서의 산소전달효율이 가장 작으며 그 다음으로 직선 보였으며 래버린스 보의 경우 중심각이 감소할수록 산소전달효율이 증가하는 것으로 나타났다. 모든 경우에 있어서 낙차와 유량이 증가할수록 산소전달효율이 증가하는 것으로 나타났으며 조약돌을 부착하여 제정의 조도를 증가시켜 월류 흐름의 분리를 발생시킨 경우 재폭기가 상당히 증가되는 것을 확인할 수 있었다. 실험 결과로부터 중심각 30도인 래버린스 보를 현장에 설치하여 재폭기를 관측하였다. 현장에 설치된 래버린스 보는 틀을 조립하여 그 내부에 사석을 채워 건설되었으며 제정에는 사석이 노출되어 흐름의 분리를 유발하였다. 래버린스 보의 현장 시험 시공 조건에서 평균 약 0.l8의 산소전달효율 결과를 얻을수 있었다. 본 실험 연구와 현장 설치 후 측정 결과는 재폭기 효율이 높은 보를 통한 하천 수질 개선에 사용될 수 있을 것이라 예상된다.

Keywords

References

  1. 김태원 (1997). 수리구조물에서 용존산소 부족비율 추정식의 개발, 석사학위논문, 서울대학교
  2. 동화기술(1995). 수질오염.폐기물 공정시험방법, 동화기술
  3. 조원철, 이원환, 최대훈 (1998). '댐 월류량 증대를 위한 LABYRINTH 웨어의 수리특성에 관한 실험적 연구.' 한국수자원학회 학술발표회 논문집, pp. 57
  4. 한국건설기술연구원 (2002). 국내 여건에 맞는 자연형 하천 공법의 개발
  5. ASCE Task Committee on Gas Transfer at Hydraulic Structures. (1991). 'Gas Transfer at Hydraulic Structures.' Air-Water Mass Transfer, Proceedings of 2nd International Symposium on Gas Transfer at Water Surface, Reston, VA, pp. 460-493
  6. Avery, S. T., and Novak, P. (1978). 'Oxygen Transfer at Hydraulic Structures.' Journal of Hydraulics Division, Proceedings of ASCE, Vol. 104, No. HY11, pp. 1521-1540
  7. Cassidy, J. J., Gardner, C. A., and Peacock, R. T. (1985). 'Boardman Labyrinth-Crest Spillway.' Journal of Hydraulic Engineering, vol. 111, No. 3, pp. 398-416 https://doi.org/10.1061/(ASCE)0733-9429(1985)111:3(398)
  8. Gameson, A. L. H., Vandyke, K. G., and Ogden, C. G. (1958). 'The Effects of Temperature on Aeration at Weirs.' Water and Water Engrg., Vol. 63, No., pp. 489-492
  9. Gulliver, J. S., Thene, J. R., and Rindels, A. J. (1990). 'Indexing Gas Transfer in SelfAerated Flows.' Journal of Environmental Engineering, Vol. 116, No. 3, pp. 503-523 https://doi.org/10.1061/(ASCE)0733-9372(1990)116:3(503)
  10. Gulliver, J. S., Wilhelms, S. C., and Parkhill, K. L. (1998). 'Predicitive Capabilities in Oxygen Transfer at Hydraulic Structures.' Journal of Hydraulic Engineering, Vol. 124, No. 7, pp. 664-671 https://doi.org/10.1061/(ASCE)0733-9429(1998)124:7(664)
  11. Hay, N., and Taylor, G. (1970). 'Performance and Design of Labyrinth Weirs.' Journal of Hydraulics Division, Proceedings of ASCE, Vol. 96, No. HY11, pp. 2337-2357
  12. Nakasone, H. (1987). 'Study of Environmental Engineering.' Journal of Environmental Engineering, Vol. 113, No. 1, pp. 64-81 https://doi.org/10.1061/(ASCE)0733-9372(1987)113:1(64)
  13. Thene, J. R. (1988). Gas Transfer at Weirs using the Hydrocarbon Gas Tracer Method with Headspace Analysis, MS thesis, University of Minneapolis, Minneapolis, Minn
  14. Tsang, C. C. (1987). Hydraulic and Aeration Performance of Labyrinth Weirs, Ph.D. Thesis, University of London, London, UK
  15. Tullis, J. P., Amanian, N., and Waldron, D. (1995). 'Design of Labyrinth Splliways.' Journal of Hydraulic Engineering, Vol. 121, No. 3, pp. 247-255 https://doi.org/10.1061/(ASCE)0733-9429(1995)121:3(247)
  16. Urban, A. K., Hettiarachchi, S. L., Miller, K. F., Kincaid, G. P., and Gulliver, J. S. (2001). 'Field Experiments to Determine Gas Transfer at Gated Sills.' Journal of Hydraulic Engineering, Vol. 127, No. 10, pp. 848-859 https://doi.org/10.1061/(ASCE)0733-9429(2001)127:10(848)
  17. Water Pollution Research Laboratory. (1973). Notes on aeration at weirs, No. 61, Department of Environment
  18. Watson, C. C., Walters, R. W., and Hogan, S. A. (1998). 'Aeration Performance of Low Drop Weirs.' Journal of Hydraulic Engineering, Vol. 124, No. 1, pp. 65-71 https://doi.org/10.1061/(ASCE)0733-9429(1998)124:1(65)
  19. Wormleaton, P. R., and Soufiani, E. (1998). 'Aeration Performance of Triangular Planform Labyrinth Weirs.' Journal of Environmental Engineering, vol. 124, No. 8, pp. 709-719 https://doi.org/10.1061/(ASCE)0733-9372(1998)124:8(709)
  20. Wormleaton, P. R., and Tsang, C. C. (2000). 'Aeration Performance of Rectangular Planform Labyrinth Weirs.' Journal of Environmental Engineering, Vol. 126, No. 5, pp. 456-465 https://doi.org/10.1061/(ASCE)0733-9372(2000)126:5(456)