Tank model for sediment yield

Water Resources Management

Volumn 19, Issue 4, 2005, Pages 349-362

  Lee, Y H ^a   Singh, V P ^b  

^a Daegu Haany University   (South Korea)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

IUSG; Sediment concentration distribution; Sediment infiltration; Sediment routing; Sediment yield; Source runoff; Tank model

Indexed keywords

COMPUTATIONAL METHODS; INFILTRATION; MATHEMATICAL MODELS; RUNOFF; SEDIMENTS; WATERSHEDS;

INSTANTANEOUS UNIT HYDROGRAPH (IUH); INSTANTANEOUS UNIT SEDIMENT GRAPH (IUSG); SEDIMENT CONCENTRATION DISTRIBUTION (SCD); SEDIMENT INFILTRATION; SEDIMENT ROUTING; SEDIMENT YIELD; SOURCE RUNOFF; TANK MODEL;

SETTLING TANKS;

HYDROLOGICAL MODELING; INFILTRATION; RUNOFF; SEDIMENT YIELD;

EID: 26844443475     PISSN: 09204741     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11269-005-7998-y     Document Type: Article

References (22)

1. Bowie, A. J. and Bolton, G. C., 1972 'Variations in runoff and sediment yields of two a djacent watersheds as influenced by hydrologic and physical characteristics', Proceedings, Mississippi Water Resources Conference, Water Resources Research Institute, Mississippi State University, Mississippi State, Mississippi, pp. 37-55.
2. Chen, V. J. and Kuo, C. Y., 1984 'A study of synthetic sediment graphs for ungaged watersheds', J. Hydrol. 84, 35-54. 10.1016/ 0022-1694(86)90043-0
3. Lee, Y. H. and Singh, V. P., 1999 'Prediction of sediment yield by coupling kalman filter with instantaneous unit sediment graph', Hydrolog. Process. 2861-2875.
4. J. E. Nash 1957 'The form of the instantaneous unit hydrograph' Publ. 42. International Association of Scientific Hydrology Wallingford, England pp. 114-121
5. Nash, J. E. 1958 Determining runoff from rainfall', Proceeding of the Institution of Civil Engineers, Ireland, vol. 10, pp. 163-184.
6. Nash, J. E. 1959 'Systematic determination of unit hydrograph parameters', J. Geophys. Res. 64 (1), 111-115.
7. Nash, J. E. 1960 'A unit hydrograph study with particular reference to British catchments', Proceeding of the Institution of Civil Engineers, London, vol. 17, pp. 249-282.
8. Rendon-Herrero, O., 1974 'Estimation of wash load produced on certain small watersheds', J. Hydraul. Div., Proc. ASCE 100 (HY), 835-848.
9. Rendon-Herrero, O., 1978 'Unit sediment graph', Water Resour. Res. 14 (5), 889-901.
10. V. P. Singh 1982 Applied Modeling in Catchment Hydrology Water Resources Publications Littleton, Colorado
11. V. P. Singh A. Baniukiwicz V. J. Chen 1982 'An Instantaneous Unit Sediment Graph Study for Small Upland Watersheds' Water Resources Publications Littieton, Colorado
12. V. P. Singh 1988 Hydrologic Systems: Vol. 1 'Rainfall-Runoff Modeling Prentice' Hall Englewood Cliffs, New Jersey pp. 215-222
13. V. P. Singh 1989 Hydrologic Systems: Vol. 2 'Watershed Modeling' Prentice Hall Englewood Cliffs, New Jersey pp. 221-226
14. Singh, V. P., 1992 Elementary Hydrology, Prentice-Hall, pp. 731-735.
15. Srivastava, P. K., Rastogi, R. A. and Chanhan, H. S., 1984 'Prediction of storm sediment yield from a small watershed', J. Agri. Engin. 21 (1-2), 121-126.
16. Sugawara, M., 1979 'Automatic calibration of the tank model', Hydrolo. Sci. Bull. 24, 375-388.
17. M. Sugawara 1995 'Tank model' in: V. P. Singh (ed.) Computer Models of Watershed Hydrology, Water Resources Publications Littleton, Colorado
18. Sugawara, M., Watanabe, I., Ozaki, E. and Katsuyama, Y., 1984 'Tank model with snow component', Research Notes, No. 65, National research Center for Disaster Prevention, Japan.
19. Williams, J. R., 1975a 'Sediment routing for agriculture watersheds', Water Resour. Bull. 11 (5), 965-974.
20. Williams, J. R., 1975b 'Sediment yield prediction with universal equation using runoff energy factor', in Present and Prospective Technology for Predicting Sediment Yields and Sources, ARS-S-40, Agricultural Research Service, U.S. Department of Agriculture, Washington D.C., pp. 244-252.
21. Williams, J. R., 1978a 'A Sediment yield routing model', Proceedings of the Specialty Conference on Verification of Mathematical and Physical Models in Hydraulic Engineering, ASCE, August 9-11, pp. 662-670.
22. Williams, J. R., 1978b 'A sediment graph model based on an instantaneous unit sediment graph', Water Resour. Res. 14 (4), 659-664.