1 |
Hill, M.C. (1992). 'A computer program (MODFLOWP) for estimating parameters of a transient, three-dimensional, ground-water flow model using nonlinear regression.' Open-File Report 91-484, U.S. Geological Survey, Denver, CO, USA
|
2 |
Wormleaton, R., and Karmegam, M. (1984). 'Parameter optimization in flood routing.' J. Hydr. Engrg., ASCE, Vol. 110. No. 12, pp, 1799-1814
DOI
ScienceOn
|
3 |
Schaffranek, R.W., Baltzer, R.A., and Goldberg, D.E. (1981). 'A model for simulation of flow in singular and interconnected channels.' Technique of WRI, U.S. Geological Survey, Denver, CO, USA
|
4 |
Holly, F.M., Yang, J.C., Schwarz, P., Schaefer, J., Hsu, S.H., and Einhellig, R. (1990). 'Numerical simulation of unsteady water and sediment movement in multiply connected networks of mobile-bed channels.' IIHR Report No. 343, Iowa Inst. of Hydr. Res., Iowa City, Iowa
|
5 |
Wasantha Lal, A.M. (1995). 'Calibration of riverbed roughness.' J. Hydr. Engrg., ASCE, Vol. 121, No. 9, pp. 664-671
DOI
ScienceOn
|
6 |
Marquardt, D.W. (1963). 'An algorithm for least-square estimation of nonlinear parameters.' J. Soc. of Ind. and Appl. Math., Vol. 11, No. 2, pp. 431-441
DOI
ScienceOn
|
7 |
Samuels, P.G., and Skeels, C.P. (1989). 'Stability and accuracy analysis of numerical scheme modelling open channel flow.' paper presented at Hydrocomp 89, Dubrovnik, Yugoslavia, pp. 13-16
|
8 |
Fread, D.L. and Lewis, J.M. (1998). 'NWS FLDWAV Model.' NWS Report, Hydrologic Research Laboratory, NWS Office of Hydrology, NWA, Silver Spring, MD, USA
|
9 |
Liggett, J.A., and Cunge, J.A., (1975). 'Numerical methods of solution of the unsteady flow equations.' Unsteady flow in open channels, K. Mohmmod and V. Yevjevich, eds., Water Resour. Publications, Fort Collins, CO, USA, pp. 89-182
|
10 |
Hill, M.C. (1998). 'Methods and guidelines for effective model calibration.' Open-File Report 98-4005, U.S. Geological Survey, Denver, CO, USA
|
11 |
Fread, D.L., and Smith, G.F. (1978). 'Calibration technique for 1-D unsteady flow models.' J. Hydr. Div., ASCE, Vol. 104, No. HY7, pp. 1027-1044
|
12 |
이정규, 이창현 (2004). '수리학적 홍수추적 모형을 이용한 한강하류부의 조도계수 산정.' 대한토목학회 논문집, 제24권, 제1B호, pp. 25-32
|
13 |
Doherty, J. (2000). Visual PEST: Model-independent parameter estimation. Watermark Computing & Waterloo Hydrogeologic, Waterloo, Ontario, Canada
|
14 |
김상호, 김원 (2002). '한강 하류부 흐름해석을 위한 수리학적 모형의 구축.' 한국수자원학회논문집, 제35권, 제5호, pp. 485-500
과학기술학회마을
DOI
|
15 |
김원, 김양수, 우효섭 (1995). '부정류 모형을 이용한 한강 하류부 하도의 조도계수산정,' 한국수자원학회지, 제28권, 제6호, pp. 133-146
과학기술학회마을
|
16 |
한국건설기술연구원 (1994). 1994년도 수자원관리기법 개발연구조사: 수위유량관계곡선 자료집(4판)
|
17 |
황의준 (1997). '한강 본류에 대한 부정류 계산모형.' 석사학위논문, 성균관대학교
|
18 |
Becker, L., and Yeh, W.W.-G. (1973). 'Identification of multiple reach channel parameters.' Water Resour. Res., Vol. 9, No. 2, pp. 326-335
DOI
|
19 |
황의준, 전경수 (1997). '한강 본류에 대한 부정류 계산모형: 모형의 보정.' 한국수자원학회논문집, 제30권, 제5호, pp. 549-559
과학기술학회마을
|
20 |
Becker, L., and Yeh, W.W.-G. (1972). 'Identification of parameters in unsteady open channel flow.' Water Resour. Res., Vol. 8, No .4, pp. 956-965
DOI
|
21 |
Cunge, J.A., Holly, F.M., Jr., and Verwey, A. (1980). Practical aspects of computational river hydraulics. Pittman
|