Reservoir attenuation of floods from ungauged basins;Laminage de crues de bassins versants non jaugés par un réservoir

Hydrological Sciences Journal

Volumn 46, Issue 3, 2001, Pages 349-362

  Lee, Kwan tun ^a   Chang, Chin hsin ^a   Yang, Ming sang ^a   Yu, Wei sheng ^b  

^a NATIONAL TAIWAN OCEAN UNIVERSITY   (Taiwan)

^b Chungyu Institute of Technology   (Taiwan)

Author keywords

Kinematic wave based GIUH; Reservoir routing; Runge Kutta method

Indexed keywords

COMPUTER SIMULATION; FLOW OF WATER; HYDROLOGY; RESERVOIRS (WATER); RUNGE KUTTA METHODS; RUNOFF;

FLOOD ATTENUATION; INFLOW HYDROGRAPH; RESERVOIR ROUTING;

FLOOD CONTROL;

FLOOD CONTROL; GEOMORPHOLOGY; HYDROGRAPH; INFLOW; KINEMATICS; RESERVOIR;

FLOOD CONTROL; GEOMORPHOLOGY; HYDROGRAPH; INFLOW; KINEMATICS; RESERVOIR CHARACTERIZATION;

(SOUTH); TAIWAN;

EID: 0035368180     PISSN: 02626667     EISSN: 21503435     Source Type: Journal    
DOI: 10.1080/02626660109492831     Document Type: Article

References (30)

1. Agnese, C., D'Asaro, D., and Giordano, G., 1988. Estimation of the time scale of the geomorphologic instantaneous unit hydrograph from effective streamflow velocity. Wat. Resour. Res., 24 (7):969–978.
2. Band, L. E., 1986. Topographic partition of watersheds with digital elevation models. Wat. Resour. Res., 22:15–24.
3. Basha, H. A., 1994. Nonlinear reservoir routing:particular analytical solution. J. Hydraul. Engng ASCE, 120 (5):624–632.
4. Bedient, P. B., and Huber, W. C., 1992. Hydrology and Floodplain Analysis (second edn) 255–265. New York, USA:John Wiley & Sons Inc.
5. Beven, K., and Kirkby, M. J., 1979. A physically based, variable contributing area model of basin hydrology. Hydrol. Sci. Bull., 24 (1):43–69.
6. Carnahan, B., Luther, H. A., and Wilkes, J. O., 1969. Applied Numerical Methods. New York, USA:John Wiley & Sons Inc.
7. Chaudhry, M. H., 1993. Open-Channel Flow 83–85. New Jersey, USA:Prentice Hall.
8. Chow, V. T., 1959. Open-Channel Hydraulics 109–113. New York, USA:McGraw-Hill.
9. Chow, V. T., Maidment, D. R., and Mays, L. W., 1988. Applied Hydrology 252–257. New York, USA:McGraw-Hill.
10. Fread, D. L., 1993. “ Chapter 10 ”. In Handbook of Hydrology Edited by:Maidment, D. R., 10.6–10.7. New York, USA:McGraw-Hill. Flow routing. in:(ed. by
11. Garcia-Navarro, P., and Zorraquino, V., 1993. Numerical modeling of flood propagation through system of reservoirs. J. Hydraul. Engng ASCE, 119 (3):380–389.
12. Gray, D. M., 1961. Synthetic unit hydrographs for small watersheds. J. Hydraul. Engng ASCE, 87:33–53. (HY4)
13. Gupta, V. K., Waymire, E., and Wang, C. T., 1980. A representation of an instantaneous unit hydrograph from geomorphology. Wat. Resour. Res., 16 (5):855–862.
14. Henderson, F. M., and Wooding, R. A., 1964. Overland flow and groundwater flow from a steady rainfall of finite duration. J. Geophys. Res., 69 (8):1531–1540.
15. Hydrologic Engineering Center. 1990. HEC-1 Flood Hydrograph Package:user's Manual. Davis, California, USA:US Army Corps of Engineers.
16. Jenson, S. K., and Domingue, J. O., 1988. Extracting topographic structure from digital elevation data for geographical information system analysis. Photogram. Engng Remote Sens., 54 (11):1593–1600.
17. Kessler, A., and Diskin, M. H., 1991. The efficiency function of detention reservoirs in urban drainage systems. Wat. Resour. Res., 27 (3):253–258.
18. Kundzewicz, Z. W., and Napiorkowski, J. J., 1986. Nonlinear models of dynamic hydrology. Hydrol. Sci. J., 31 (2):163–185.
19. Lawler, E. A., 1964. “ Hydrology of flood control, Part II. Flood routing. Section 25-II ”. In Handbook of Applied Hydrology Edited by:Chow, V. T., 25–30. New York, USA:McGraw-Hill.
20. Lee, K. T., 1998. Generating design hydrographs by DEM assisted geomorphic runoff simulation:a case study. J. Am. Wat. Resour. Ass., 34 (2):375–384.
21. Lee, K. T., and Chiang, S., 1997. The revision and application of rational formula in Shui-li Creek watershed. Report of the Department of River and Harbor Engng National Taiwan Ocean Univ. (in Chinese).
22. Lee, K. T., and Yen, B. C., 1997. Geomorphology and kinematic-wave based hydrograph derivation. J. Hydraul. Engng ASCE, 123 (1):73–80.
23. Linsley, R. K., Kohler, M. A., and Paulhus, J. L. H., 1982. Hydrology for Engineers (third edn). New York, USA:McGraw-Hill.
24. Rodriguez-Iturbe, I., and Valdes, J. B., 1979. The geomorphologic structure of hydrologic response. Wat. Resour. Res., 15 (6):1409–1420.
25. Singh, V. P., and Li, J., 1993. Identification of reservoir flood-wave models. J. Hydraul. Res., 31 (6):811–824.
26. Snyder, F. F., 1938. Synthetic unit graphs. Trans. AGU, 19:447–454.
27. SCS (Soil Conservation Service). 1986. Urban hydrology for small watersheds. Tech. Release 55 (second edn) Washington, DC, USA
28. Takeuchi, K., Ao, T., and Ishidaira, H., 1999. Introduction of block-wise use of TOPMODEL and Muskingum-Cunge method for the hydro-environmental simulation of a large ungauged basin. Hydrol. Sci. J., 44 (4):633–656.
29. Wooding, R. A., 1965. A hydraulic model for the catchment-stream problem. J. Hydrol., 3:254–267.
30. Yen, B. C., and Lee, K. T., 1997. Unit hydrograph derivation for ungauged watersheds by stream order laws. J. Hydrol. Engng ASCE, 2 (1):1–9.