Journal of The Korean Society of Agricultural Engineers (한국농공학회논문집)

The Korean Society of Agricultural Engineers (한국농공학회)
권호 표지
DOI QR코드

DOI QR Code

Scaled Down Experiment of Retention Basin with a Rotatable Bucket Using 3D Printer

3D 프린터를 이용한 회전 버킷이 부착된 저류조의 모형 실험

  • Park, Seong-Jik (Department of Bioresources and Rural Systems Engineering & Institute of Agricultural Environmental Science, Hankyong National University) ;
  • Lee, Chang-Gu (Department of Civil and Environmental Engineering, Rice University) ;
  • Lee, Jemyung (Division of Environmental Science and Technology, Kyoto University) ;
  • Choi, Won (Department of Rural Systems Engineering, Research Institute for Agriculture & Life Sciences, Seoul National University)
  • Received : 2016.12.29
  • Accepted : 2017.02.17
  • Published : 2017.03.31
Download PDF
⟨ Previous Next ⟩

Abstract

Recently climate change and urbananization have been increased surface runoff, resulting in flooding. Retention basins have been constructed to control urban flooding by reducing peak flow rate. Recently, the retention basin plays a role in controlling combined sewer overflows (CSOs) as well as urban flooding. In this study, the retention basin with a rotatable bucket was suggested and scale down experiments was performed for the optimum design of the retention basin. Scaled down model was produced using a 3D printer after it was designed as law of similarity. Two times for operating a rotary bucket is required to sweep out the sediments deposited on the bottom of the basin. Optimized dimensions for the retention basin were width of 5 m, height of 5 m, bucket radius of 0.5 m, and bottom slope of 5.0 %. It can be concluded that the results obtained from this study can be used to design the retention basin with a rotatable bucket which does not require energy to operate.

Keywords

References

  1. Allen, J., 1947. Scale models in hydraulic engineering. Longmans, Green & Co Ltd. London.
  2. Choi, H. G., K. Y. Han, J. E. Yi, and W. H. Cho, 2012. Study on installation of underground storage facilities for reducing the flood damage. Journal of Korean Society of Hazard Mitigation 12(4): 115-123. https://doi.org/10.9798/KOSHAM.2012.12.4.115
  3. Einstein, H. and N. Chien, 1956. Similarity of Distorted River Models with Movable Beds. Transactions of the American Society of Civil Engineers 121: 440-462.
  4. Henderson, F. M., 1966. Open-channel flow. Macmillan, New York, 522 pp.
  5. Han, M. Y., S. Y. Kum, J. S. Mun, and D. G. Kwak, 2012. The Effect of Decentralized Rainwater Tank System on the Reduction of Peak Runoff-A Case Study at M Village. Journal of Korea Water Resources Association, 45(1): 65-73. https://doi.org/10.3741/JKWRA.2012.45.1.65
  6. Kim, J. K. and I. H. Ko, 2006. Modeling of Discharge Characteristics of Combined Sewer Overflows (CSOs) from a Small Urban Watershed in Daejeon City. J. of KSEE 28(6): 654-660.
  7. Kim, L. H., B. S. Lee, and S. Y. Kwon, 2005. Optimum Capacity of Retention Basin for Treating Nonpoint Pollutants and Its Removal Efficiency in Industrial Complex Areas. Journal of Korean Wetlands Society 7(3): 75-85.
  8. Kong, M. K., K. H. Bae, and W. Y. Kang, 2004. Optimal Sizing of Intercepting Flow for Reducing Pollution Loads Causes by CSOs. Journal of the Korean Society of Water and Wastewater 18(4): 418-424.
  9. Lee, E. H., Y. S. Lee, J. G. Joo, and J. H. Kim, 2016. Development of Operation in Urban Offline Detention Reservoirs. Journal of Korean Society of Hazard Mitigation 16(1): 227-236. https://doi.org/10.9798/KOSHAM.2016.16.1.227
  10. Lee, J. H., Y. H. Song, and D. J. Jo, 2013. Determination of Optimal Locations of Urban Subsurface Storage considering SWMM Parameter Sensitivity. Journal of Korean Society of Hazard Mitigation 13(4): 295-301. https://doi.org/10.9798/KOSHAM.2013.13.4.295
  11. Lee, K. Y., W. S. Choi, Y. J. Lee, W. S. Koo, and C. S. Song, 2012. Study on the determination of optimum size of storage tank and intercepting capacity for CSOs reduction in urban area. Journal of Korean Society of Water and Wastewater, 26(6): 735-745. https://doi.org/10.11001/jksww.2012.26.6.735
  12. Maeng, S. J. and J. H. Hwang, 2015. Use of rainwater retention basin for securing agricultural water to prevent drought. Rural Resources, 57(4): 10-15.
  13. Novak, P. and J. Cabelka, 1981. Models in hydraulic engineering: Physical principles and design applications. Pitman, London.
  14. Park, S., 2008. Impact of the geochemical characteristics and potential contaminants source of surrounding soil on contamination of a reservoir in an island (The case of a reservoir in Baengyeong island). Kwangwoon university, Department of environmental engineering, A thesis for a doctorate.
  15. Ryu, S. H. and J. H. Lee, 2012. Determination of Optimal locations and size of storage in the Urban sub-surface using genetic algorithm. Journal of Korean Society of Hazard Mitigation 12(3): 285-290. https://doi.org/10.9798/KOSHAM.2012.12.3.285
  16. Stickler, A., 1923. Beitrage zur Frage der Geschwindigheits-Formel und der Rauhigkeitszahlen fur Strome. Kanale und Geschlossene Leitungen, (Some contributions to the question of a velocity formula and roughess data for streams, canals and closed conduits), Mitteilungen des Eidgenossischer Amtes fur Wasserwirtschaft, Bern, Switzerland, No. 16g.