A Study on Physical Model Test for Cheongpyeong Dam Discharge Recalculation

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DOI: 10.4236/eng.2014.611071    3,077 Downloads   3,470 Views   Citations

ABSTRACT

Cheongpyeong Dam was built in 1943 for the purpose of power generation. Since its construction, discharge flow data based on a theoretical formula have been used to the present times and this leads to a problem of accurate discharge flow information not being available. In particular, Cheongpyeong Dam has been partially repaired and modified to maintain the dam structure over a long period of time and is not being properly reflected with changes at the downstream of the river caused by river improvement projects and sedimentation in reservoir. With a goal to improve Cheongpyeong Dam discharge flow calculation, this study aimed at verifying discharge capability and discharge flow by damper opening in relation to the previously suggested discharge flow through a hydraulic model test based on an accurate reproduction of the dam structure and surrounding topographies as in the present conditions. In this study, a hydraulic model test was conducted to examine the discharge flow of Cheongpyeong Dam. In addition, a comparative examination was carried out against the existing discharge flow proposed using theoretical equations. As a verification of the discharge flow of Cheongpyeong Dam, discharge flows in all sluices and a single sluice were examined. Then, the impact of sluice interference caused by the dam structure consisting with 24 sluices was investigated. As a result of the examination, it was found that the difference between discharge flow calculated using the existing theoretical equations and discharge flow derived from the hydraulic model test was insignificant. Based on the results of hydraulic model test, a formula to estimate stage-discharge flow at a sluice was derived and suggested.

Cite this paper

Kang, J. , Kim, S. and Yeo, H. (2014) A Study on Physical Model Test for Cheongpyeong Dam Discharge Recalculation. Engineering, 6, 731-742. doi: 10.4236/eng.2014.611071.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Korea Hydro & Nuclear Power (2007) Hydroelectric Dam Flood Prevention Plan Establishment Report.
[2] Korea Hydro & Nuclear Power (2007) Cheongpyeong Hydraulic Power Facility Extension (Unit 4 Installation) Design Service Numerical Analysis and Hydraulic Model Test Report.
[3] Han River Hydraulic Power Generation Office (2003) Cheongpyeong Storage Estimation Service Report.
[4] Ministry of Construction and Transportation (2002) Bukhan River Improvement Basic Plan (Supplemented) Report.
[5] Itata and Dejima (1951) Discharge Coefficient of Suppressed Weir Based on Rehboek’s Formula. Transaction of the Japan Society of Mechanical Engineers, 17.
http://www.docin.com/p-113544715.html
[6] Korea Hydro & Nuclear Power (2004) Hydraulic Power Facility Operation Sourcebook.

  
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