Browse > Article
http://dx.doi.org/10.3741/JKWRA.2012.45.3.243

Derivation of Storage Coefficient and Concentration Time for Derivation of Lateral Inflow Hydrograph  

Yoo, Chul-Sang (School of Civil, Environmental and Architectural Engineering, College of Engineering, Korea University)
Kim, Ha-Young (Civil Cost Estimation Team, Hyundai Development Company)
Park, Chang-Yeol (Dept. of Environmental and Safety Research, Seoul Development Institute)
Publication Information
Journal of Korea Water Resources Association / v.45, no.3, 2012 , pp. 243-252 More about this Journal
Abstract
The objective of this study is to analyze lateral inflow hydrologically. The IUH of lateral inflow is sum of the impulse responses of total cells in basin. This IUH bases on the Muskingum channel routing method, which hydrologically re-analysed to represent it as a linear combination of the linear channel model considering only the translation and the linear reservoir model considering only the storage effect. Rectangular and triangular basins were used as imaginary basins and IUH of each basin were derived. The derived IUH have different characteristics with respect to basin's shape. The storage coefficient of lateral inflow was also derived mathematically using general definitions of concentration time and storage coefficient. As a result, the storage coefficient of lateral inflow could be calculated easily using basin's width, length and hydrological characteristics of channel.
Keywords
lateral inflow; IUH; Muskingum channel routing method; concentration time; storage coefficient;
Citations & Related Records
Times Cited By KSCI : 5  (Citation Analysis)
연도 인용수 순위
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