Five-stage flood routing for gated reservoirs by grouping floods into five different categories according to their return periods

Hydrological Sciences Journal

Volumn 44, Issue 2, 1999, Pages 163-172

  Acanal, N ^a   Haktanir, T ^a  

^a ERCIYES UNIVERSITY   (Turkey)

Author keywords

[No Author keywords available]

Indexed keywords

FLOODS; PUBLIC POLICY; SPILLWAY GATES;

HYDROGRAPHS;

RESERVOIRS (WATER);

FLOOD FREQUENCY; FLOOD ROUTING; RESERVOIR FLOODING; SPILLWAY;

FLOOD FREQUENCY; FLOOD ROUTING; RESERVOIR; RETURN PERIOD; SPILLWAY;

EID: 0032878492     PISSN: 02626667     EISSN: 21503435     Source Type: Journal    
DOI: 10.1080/02626669909492215     Document Type: Article

References (10)

1. Chow, V. T., Maidment, D. R., and Mays, L. W., 1988. Applied Hydrology. New York.:McGraw-Hill.
2. General Directorate of State Hydraulic Works. 1990. Atlas of Extreme Precipitation in Turkey. Ankara, Turkey.:DSI, Gen. Müd., Yücetepe.
3. General Directorate of State Hydraulic Works. 1992. Dams and Hydropower Plants in Turkey. Gen. Müd., Yücetepe, Ankara, Turkey.:DSI.
4. Hager, W. H., Sinniger, R., and Regamy, J. M., 1984. “ The reservoir storage equation experimentally verified. ”. In Water Power and Dam Construction November 1984 44–48.
5. Haktanir, T., and Bozduman, A., 1995. A study on sensitivity of the probability-weighted moments method on the choice of the plotting position formula. J. Hydrol, 168:265–281.
6. Haktanir, T., and Özmen, H., 1997. Comparison of hydraulic and hydrologic routing on three long reservoirs. J. Hydraul. Engng ASCE, 123 (2):153–156.
7. Haktanir, T., and Sezen, N., 1990. Suitability of two-parameter gamma and three-parameter beta distributions as synthetic unit hydrographs in Anatolia. Hydrol. Sci. J, 35 (2):167–184.
8. Özdemir, H., 1978. Applied Flood Hydrology. Yücetepe, Ankara, Turkey (in Turkish).:General Directorate of State Hydraulic Works, DSI Gen. Müd.
9. Viessman, W., Jr, Knapp, J. W., Lewis, G. L., and Harbough, T. E., 1977. Introduction to Hydrology. Harper & Row, New York.:Second edition.
10. World Meteorological Organization. 1973. “ Chapter 4 ”. In Manual for Estimation of Probable Maximum Precipitation. Operational Hydrology Report no. 1, WMO no. 332 Switzerland.:Geneva. Statistical estimates.