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2019 Vol.12, Issue 3 Preview Page

September 2019. pp. 51-57
Abstract


References
1 

Chnha, L. V. (1975). Time Evolution of Local Scour. The 16th IAHR Congress Proceedings, Sao Paulo.

2 

Choi, S. and Cheong, S. (2006). Prediction of Local Scour Around Bridge Piers Using Artificial Neural Networks. Journal of the AWRA. 42(2): 487-494.

10.1111/j.1752-1688.2006.tb03852.x
3 

Dey, S., Bose, S. K., and Sastry, G. I. N. (1995). Clearwater Scour at Circular Piers-A Model. Journal of Hydraulic Engineering. ASCE. 121: 869-876.

10.1061/(ASCE)0733-9429(1995)121:12(869)
4 

Johnson, P. (1992), Reliability-based Pier Scour Engineering, Journal of Hydraulic Engineering. ASCE. 118: 1344-1354.

10.1061/(ASCE)0733-9429(1992)118:10(1344)
5 

Laursen, E. M. (1963). An Analysis of Relief Bridge Scour. Journal of the Hydraulics Division. 89(3): 93-118.

6 

Lai, J., Chang, W., and Yen, C. (2009), Maximum Local Scour Depth at Bridge Piers under Unsteady Flow. Journal of Hydraulic Engineering. ASCE. 135: 609-614.

10.1061/(ASCE)HY.1943-7900.0000044
7 

Lee, S. S. (2001). Effect of Local Scour Depth Reduction Around Multiple Bridge Pier Using Circular Collar. M. S. Dissertation. Hongik University.

8 

Lim, J. H. (2002). The Experimental Study of Scour Depths due to Piers at Small Streams in Mountainous Areas. M. S. Dissertation. Dankook University.

9 

Melville, B. and Chiew, Y. (1999). Time Scale for Local Scour at Bridge Piers. Journal of Hydraulic Engineering. ASCE. 125: 59-65.

10.1061/(ASCE)0733-9429(1999)125:1(59)
10 

Mia, M. and Nago, H. (2003). Design Method of Time Dependent Local Scour at Circular Bridge Pier. Journal of Hydraulic Engineering. ASCE. 129: 420-427.

10.1061/(ASCE)0733-9429(2003)129:6(420)
11 

Min, B. Y., Chang, H. J., Lee, H. J., and Kim, S. D. (2019). Review on Applicability of Local Scour Depth Calculation Formula in River. Korean Society of Disaster & Security. 12(1): 1-9.

12 

Park, C. W. and Park, H. I. (2017). Evaluation of the Applicability of Pier Local Scour Formulae Using Laboratory and Field Data. Marine Georesources and Geotechnology. 35: 1-7.

10.1080/1064119X.2014.954658
13 

Sheppard, D. M., Odeh, M., and Glasser, T. (2004). Large Scale Clear-water Local Pier Scour Experiment. Journal of Hydraulics Engineering. ASCE. 130: 957-963.

10.1061/(ASCE)0733-9429(2004)130:10(957)
14 

Sheppard, D. M. and Miller, W. (2006). Live-bed Local Scour Pier Experiment, Journal of Hydraulic Engineering. ASCE. 132: 635-642.

10.1061/(ASCE)0733-9429(2006)132:7(635)
15 

Park, J. W. (2012). Application Evaluation of Equation by the Scour Depth Estimation in Bight River. M. S. Dissertation. Kangwon University.

16 

You, J. S. (1997). In-Situ Measurement and Applicability of Bridge Scouring Depths. M. S. Dissertation. Myongji University.

Information
  • Publisher :Korean Society of Disaster and Security
  • Publisher(Ko) :한국방재안전학회
  • Journal Title :Journal of Korean Society of Disaster and Security
  • Journal Title(Ko) :한국방재안전학회 논문집
  • Volume : 12
  • No :3
  • Pages :51-57
  • Received Date :2019. 09. 09
  • Revised Date :2019. 09. 18
  • Accepted Date : 2019. 09. 24