References
- 김규태, 김태순, 김수영, 허준행 (2008). “누가분포함수를 활용한 강우강도식의 국내적용성 평가.” 대한토목학회논문집, 대한토목학회, 제28권, 제4B호, pp. 363-374.
- 김민규, 김재희, 김승 (2008). “유입량의 변동성을 고려한 저수지 연계 운영 모형의 가중치 산정.” 한국수자원학회논문집, 한국수자원학회, 제41권, 제1호, pp. 1-15.
- 김수영, 허준행, 신홍준, 고연우 (2009). “Gumbel 분포에 대한 도시위치공식의 비교.” 한국수자원학회논문집, 한국수자원학회, 제42권, 제5호, pp. 365-374. https://doi.org/10.3741/JKWRA.2009.42.5.365
- 김태순, 허준행, 배덕효 (2007a). “단일저수지 월간운영률의개발: 1. 다목적유전자알고리즘을적용한조각선형운영률.” 대한토목학회논문집, 대한토목학회, 제27권, 제4B호, pp. 387- 393.
- 김태순, 허준행, 배덕효, 김진훈(2007b). “단일저수지 월간 운영률의 개발 : 2. 확률론적 장기저류량 예측.” 대한토목학회논문집, 대한토목학회, 제27권, 제4B호, pp. 395-401.
- 김태순, 신주영, 김수영, 허준행 (2007). “유전자알고리즘을이용한강우강도식매개변수추정에관한연구(I): 기존 매개변수추정방법과의 비교.” 한국수자원학회논문집, 한국수자원학회, 제40권, 제10호, pp. 811-821.
- 신주영, 김태순, 김수영, 허준행 (2007). “유전자알고리즘을 이용한 강우강도식 매개변수 추정에 관한 연구(II): 장.단기간 구분 방법의 제시.” 한국수자원학회논문집, 한국수자원학회, 제40권, 제10호, pp. 823-832. https://doi.org/10.3741/JKWRA.2007.40.10.823
- Adamowski, K. (1981). “Plotting position formula for flood frequency.” Water Resource Bulletin, Vol. 17, No. 2, pp. 197-201. https://doi.org/10.1111/j.1752-1688.1981.tb03922.x
- Ahmed, J.A., and Sarma, A.K. (2005). “Genetic algorithm for optimal operating policy of a multipurpose reservoir.” Water Resources Management, Vol. 19, No. 2, pp. 145-161. https://doi.org/10.1007/s11269-005-2704-7
- Arnell, N.W., Beran, M., and Hosking, J.R.M. (1986). “Unbiased plotting positions for the general extreme value distribution.” Journal of Hydrology, Vol. 86, pp. 59-69. https://doi.org/10.1016/0022-1694(86)90006-5
- Beard, L.R. (1942). “Statistical analysis in hydrology.” Proceedings of the American Society of Civil Engineers, Vol. 68, pp. 1077-1088.
- Benson, M.A. (1975). “Plotting positions and economics of engineering planning.” Proceedings of the American Society of Civil Engineering, Vol. 88, pp. 58-71.
- Beyer, H.-G., and Deb, K. (2001). “On self-adaptive features in real-parameter evolutionary algorithms.” IEEE Transactions on Evolutionary Computation, Vol. 5, No. 3, pp. 250-270. https://doi.org/10.1109/4235.930314
- Blom, G. (1958). Statistical Estimates and Transformed Beta Variables. Wiley, New York, NY.
- Cai, X.M., McKinney, D.C., and Lasdon, L.S. (2001). “Solving nonlinear water management models using a combined genetic algorithm and linear programming approach.” Advances inWater Resources, Vol. 24, No. 6, pp. 667-676. https://doi.org/10.1016/S0309-1708(00)00069-5
- Celeste, A.B., Suzuki, K., and Kadota, A. (2004). “Genetic algorithms for real-time operation of multipurpose water resource systems.” Journal of Hydroinformatics, Vol. 6, No. 1, pp. 19-38.
- Chang, F.J., Chen, L., and Chang, L.C. (2005). “Optimizing the reservoir operating rule curves by genetic algorithms.” Hydrological Processes, Vol. 19, No. 11, pp. 2277-2289. https://doi.org/10.1002/hyp.5674
- Chang, F.J., Lai, J.S., and Kao, L.S. (2003). “Optimization of operation rule curves and flushing schedule in a reservoir.” Hydrological Processes, Vol. 17, No. 8, pp. 1623-1640. https://doi.org/10.1002/hyp.1204
- Chang, L.C. (2008). “Guiding rational reservoir flood operation using penalty-type genetic algorithm." Journal of Hydrology, Vol. 354, No. 1-4, pp. 65-74. https://doi.org/10.1016/j.jhydrol.2008.02.021
- Chen, L. (2003). “Real coded genetic algorithm optimization of long term reservoir operation.” Journal of the American Water Resources Association, Vol. 39, No. 5, pp. 1157-1165. https://doi.org/10.1111/j.1752-1688.2003.tb03699.x
- Chen, L., J. McPhee, J., and Yeh, W. W. G. (2007). “A diversified multiobjective GA for optimizing reservoir rule curves.” Advances in Water Resources, Vol. 30, No. 5, pp. 1082-1093. https://doi.org/10.1016/j.advwatres.2006.10.001
- Cunnane, C. (1978). “Unbiased plotting positions - A review.” Journal of Hydrology, Vol. 37, No. 3/4, pp. 205-222. https://doi.org/10.1016/0022-1694(78)90017-3
- De, M. (2000). “A new unbiased plotting position formula for Gumbel distribution.” Stochastic Environmental Research and Risk Assessment, Vol. 14, pp. 1-7. https://doi.org/10.1007/s004770050001
- Deb, K., and Beyer, H.-G. (2001). “Self-adaptive genetic algorithms with simulated binary crossover.” Evolutionary Computation Journal, Vol. 9, No. 2, pp. 197-221. https://doi.org/10.1162/106365601750190406
- Filliben, J.J. (1969). Simple and robust linear estimation of the location parameter of a symmetric distribution. Unpublished Ph.D. dissertation, Princeton university, Princeton, New Jersey.
- Goel, N.K., and De, M. (1993). “Development of unbiased plotting position formula for General Extreme Value distribution.” Stochastic Environmental Research and Risk Assessment, Vol. 7, pp. 1-13.
- Goldberg, D.E. (1989). Genetic algorithms in search, optimization & machine learning. Addison Wesley, Massachusetts.
- Greenwood, J.A., Landwehr, J.M., Matalas, N.C., and Wallis, J.R. (1979). “Probability weighted moments : definition and relation to parameters of several distributions expressible in inverse Form.” Water Resources Research, Vol. 15, No. 5, pp. 1049-1054. https://doi.org/10.1029/WR015i005p01049
- Gringorten, I.I. (1963). “A plotting rule for extreme probability paper.” Journal of Geophysical Research, Vol. 68, No. 3, pp. 813-814. https://doi.org/10.1029/JZ068i003p00813
- Gumbel, E.J. (1958). Statistics of Extremes. Columbia University Press, New York, N.Y., pp. 28-34.
- Guo, S.L. (1990a). “A discussion on unbiased plotting positions for the general extreme value distribution.” Journal of Hydrology, Vol. 121, pp. 33-44. https://doi.org/10.1016/0022-1694(90)90223-K
- Guo, S.L. (1990b). “Unbiased plotting position formulae for historical floods.” Journal of Hydrology, Vol. 121, pp. 45-61. https://doi.org/10.1016/0022-1694(90)90224-L
- Haktanir, T., and Bozduman, A. (1995). “A study on sensitivity of the probability-weighted moments method on the choice of the plotting position formula.” Journal of Hydrology, Vol. 168, pp. 265-281. https://doi.org/10.1016/0022-1694(94)02642-O
- Hazen A. (1914). “Storage to be provided in impounding reservoirs for municipal water supply.” Transactions American Society of Civil Engineers, Vol. 1308, No. 77, pp. 1547-1550.
- Herrera, F., Lozano, M., and Verdegay, J.L. (1998). “Tackling real-coded genetic algorithms: operators and tools for behavioural analysis.” Journal Artificial Intelligence Review, Vol. 12, No. 4, doi>10.1023. https://doi.org/10.1023
- Holland, J.H. (1975). Adaptation in natural and artificial systems. University of Michigan Press.
- Huang, W.C., Yuan, L.C., and Lee, C.M. (2002). “Linking genetic algorithms with stochastic dynamic programming to the long-term operation of a multireservoir system.” Water Resources Research, Vol. 38, No. 12, pp. 1304. https://doi.org/10.1029/2001WR001122
- In-na, N., and Nguyen, V-T-V. (1989). “An unbiased plotting position formula for the generalized extreme value distribution.” Journal of Hydrology, Vol. 106, p. 193-209. https://doi.org/10.1016/0022-1694(89)90072-3
- Jenkinson, A.F. (1955). “The frequency distribution of the annual maximum(or minimum) values of meteorological elements.” Quarterly Journal of the Royal Meteorological Society, Vol. 87, pp. 158-171.
- Jothiprakash, V., and Shanthi, G. (2006). “Single reservoir operating policies using genetic algorithm.” Water Resources Management, Vol. 20, No. 6, pp. 917-929. https://doi.org/10.1007/s11269-005-9014-y
- Kimball, B.F. (1946). “Assignment of frequencies to a completely ordered set of sample data.” Transaction on the American Geophysical Union, Vol. 27, pp. 843-846. https://doi.org/10.1029/TR027i006p00843
- Kimball, B.F. (1960). “On the choice of plotting positions on probability paper.” Journal of American Statistical Association, Vol. 55, pp. 546-560. https://doi.org/10.2307/2281914
- Lee, Y.D., Kim, S.K., and Ko, I.H. (2007). Genetic algorithm to determine weighting factors in multiple objective reservoir operation model under inflow uncertainty. Working Paper, Korea University.
- Nguyen, V-T-V., In-na, N., and Bobee, B. (1989). “New plotting-position formula for Pearson type III distribution.” Journal of Hydraulic Engineering, Vol. 115, No. 6, pp. 709-730. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:6(709)
- Nguyen, V-T-V., and In-na, N. (1992). “Plotting formula for Pearson type III distribution considering historical information.” Environmental Monitoring and Assessment, Vol. 23, pp. 137-152. https://doi.org/10.1007/BF00406958
- Reddy, M.J., and Kumar, D.N. (2006). “Optimal reservoir operation using multi-objective evolutionary algorithm.” Water Resources Management, Vol. 20, No. 6, pp. 861-878. https://doi.org/10.1007/s11269-005-9011-1
- Tung, C.P., Hsu, S.Y., Liu, C.M., and Li, J.S. (2003). “Application of the genetic algorithm for optimizing operation rules of the LiYuTan Reservoir in Taiwan.” Journal of the American Water Resources Association, Vol. 39, No. 3, pp. 649-657. https://doi.org/10.1111/j.1752-1688.2003.tb03682.x
- Wardlaw, R., and Sharif, M. (1999). “Evaluation of genetic algorithms for optimal reservoir system operation.” Journal ofWater Resources Planning and Management, Vol. 125, No. 1, pp. 25-33. https://doi.org/10.1061/(ASCE)0733-9496(1999)125:1(25)
- Weibull, W. (1939). “A statistical theory of strength of materials.” Ing. Vetenskaps Akad. Handl, No. 151, Generalstabens Litografiska Anstals Forlag, Stockholm.
- Xuewu, J., Jing, D., Shen, H.W., and Salas, J.D. (1984). “Probability plots for Pearson type III distribution.” Journal of Hydrology, Vol. 74, pp. 1-29. https://doi.org/10.1016/0022-1694(84)90137-9
Cited by
- Prediction of Local Scour Around Bridge Piers Using GEP Model vol.34, pp.6, 2014, https://doi.org/10.12652/Ksce.2014.34.6.1779