1 |
O'Donnel, T. (1985). "A direct three-parameter Muskingum procedure incorporation lateral inflow." Journal of Hydrological Sciences, Vol. 30, No. 4, pp. 479-496.
|
2 |
Shome, M.L., and Steffler, P.M. (2006). "Flood plain filling by a monoclinal flood wave." Journal of Hydraulic Engineering, Technical Notes, pp. 529-532.
|
3 |
Tawatchai, T.M., and Shyam, K.M. (1985). "Analytical diffusion model for flood routing." Journal of Hydraulic Engineering, Vol. 111, pp. 435-454.
DOI
ScienceOn
|
4 |
Tewolde, M.H., and Smithers, J.C. (2006). "Flood routing in ungauged catchments using Muskingum methods." Water SA, Vol. 32, No. 3, pp. 379-388.
|
5 |
Ping, F., and Xiaofang, R. (1999). "Method of flood routing for multibranch rivers." Journal of Hydraulic Engineering, Vol. 125, No. 3, pp. 271-276.
DOI
ScienceOn
|
6 |
Viessman, W., Lewis, G.L., and Knapp, J.W. (1989). Introduction to Hydrology. Harper and Row, New York, USA
|
7 |
Wong, T.S.W. (2002). "Generalized formula for time of travel in rectangular channel." Journal of Hydrologic Engineering, Vol. 6, pp. 445-448.
|
8 |
Gonwa, W.S., and Kavvas, M.L. (1986). "A modified diffusion equation for flood propagation in trapezoidal channels." Journal of Hydrology, Vol. 83, pp. 119-136.
DOI
ScienceOn
|
9 |
Khan, H.M. (1993). "Muskingum flood routing model for multiple tributaries." Water Resource Research, Vol. 29, No. 4, pp. 1057-1062.
DOI
ScienceOn
|
10 |
Kshirsagar, M.M., Rahagopalan, B., and Lall, U. (1995). "Optimal parameter estimation for Muskingum routing with ungauged lateral inflow." Journal of Hydrology, Vol. 169, No. 1-4, pp. 25-35.
DOI
ScienceOn
|
11 |
Krein, A. (2001). "Use of artificial flood events to demonstrate the invalidity of simple mixing models." Hydrological Sciences, Vol. 46, No. 4, pp. 611-622.
DOI
ScienceOn
|
12 |
Moussa, R., and Bocquillon, C. (2009). "On the use of the diffusive wave for modelling extreme flood events with overbank flow in the floodplain." Journal of Hydrology, Vol. 374, pp. 116-135.
DOI
|
13 |
Manfreda, S., Fiorevtino, M., and Iacovellis, V. (2005). "DREAM: a distributed model for runoff, evapotranspiration, and antecedent soil moisture simulation." Advanced in Geosciences, Vol. 2, pp. 31-39.
DOI
|
14 |
Mimikou, M., and Ramachandra, R. (1976). "Estimation of lateral inflow hydrographs." British Corrosion Journal, Vol. 1, pp. 399-420.
|
15 |
Moussa, R. (1996). "Analytical hayami solution for the diffusive wave flood routing problem with lateral inflow." Hydrological Processes, Vol. 10, pp. 1209-1227.
DOI
ScienceOn
|
16 |
Molnar, P., and Ramirez, J.A. (1998). "Energy dissipation theories and optimal channel characteristics of river networks." Water Resources Research, Vol. 34, No. 7, pp. 1809-1818.
DOI
ScienceOn
|
17 |
Leopold, L.B. (1953). "Downstream change of velocity in rivers." American Journal of Science, Vol. 251, pp. 606-624.
DOI
|
18 |
Leopold, L.B., and Maddock, T.F. (1953). "The hydraulic geometry of stream channels and some physiographic implications." Geological Survey Professional Paper, Vol. 252. pp. 1-64.
|
19 |
전민우, 조용수(2002). "선형저수지모형을 적용한 수리학적 홍수추적." 한국수자원학회논문집, 한국수자원학 회, 제35권, 제6호, pp. 787-796.
과학기술학회마을
DOI
|
20 |
정경택(2004). 부정류 해석 기법에 의한 홍수위 산정에 관한 연구. 석사학위논문, 울산대학교, pp. 4-36.
|
21 |
정종호, 윤용남(2003). 수자원설계실무, 구미서관.
|
22 |
Bengtsson, L. (1991). "Effective concentration time for design storms in complex urban basins." Atmospheric Research, Vol. 27, pp. 137-150.
DOI
ScienceOn
|
23 |
Choudhury, P., Shrivastava, R.K., and Narulkar, M. (2002). "Flood routing in river networks using equivalent Muskingum inflow." Journal of Hydraulic Engineering, Vol. 7, No. 6, pp. 413-419.
|
24 |
Beven, K. (1979). "On the generalized kinematic routing method." Water Resources Research, Vol. 15, No. 5, pp. 1238-1242.
DOI
ScienceOn
|
25 |
Brush, L.M. (1961). "Drainage basins, channels and flow characteristics of selected streams in central Pennsylvania." U.S. Geological Survey Professional Paper. Vol. 282-F, pp. 145-175.
|
26 |
Carlston, C.W. (1969). "Downstream variations in the hydraulic geometry of streams: special emphasis on mean velocity." American Journal of Science, Vol. 267, pp. 499-509.
DOI
|
27 |
Dooge, J.C.I., Strupczewski, W.G., and Napiorkowski, J. (1982). "Hydrodynamic derivation of storage parameters of the Muskingum model." Journal of Hydrology, Vol. 54, No. 4, pp. 371-387.
DOI
ScienceOn
|
28 |
Fan, P., and Li, J.C. (2006). "Diffusive wave solutions for open channel flows with uniform and concentrated lateral inflow." Advances in Water Resources, Vol. 29, pp. 1000-1019.
DOI
ScienceOn
|
29 |
Furey, P.R., and Gupta, V.K. (2003). "Affect of temporal variability and the width function on the peak-flow scaling exponent in the Goodwin creek basin." American Geophysical union, Fall meeting.
|
30 |
Hayami, S. (1951). On the propagation of flood waves, Disaster Prevention Research Institute.
|
31 |
유철상, 김하영(2010). "Muskingum 하도추적모형의 수문학적 재해석: 선형저수지모형과 선형하천모형의 선형결합." 한국수자원학회논문집, 한국수자원학회, 제43 권, 제12호, pp. 1051-1061.
과학기술학회마을
DOI
ScienceOn
|
32 |
김주철, 윤여진, 김재한(2005). "Nash 모형의 지체시간을 이용한 GIUH 유도." 한국수자원학회논문집, 한국수자원학회, 제38권, 제10호, pp. 801-810.
과학기술학회마을
DOI
|
33 |
유승혁, 이재근, 안재현(2009). "유역 분할에 따른 유출변화 연구." 2009년 한국수자원학회학술발표대회, 한국수자원학회, pp. 976-980.
과학기술학회마을
|
34 |
유철상(2009). "Nash 모형을 이용한 유역 저류상수 및 집중시간의 이론적 검토." 한국수자원학회논문집, 한국수자원학회, 제42권, 제3호, pp. 235-246.
과학기술학회마을
DOI
ScienceOn
|