22 refence for tank model

References (22) by springer link 1.Bow ie,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. » CrossRef 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. Nash, J. E. 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. ASCE100(HY), 835–848. 9. Rendon-Herrero, O.,1978 ‘Unit sediment graph,’ Water Resour. Res. 14(5), 889–901. 10. Singh, V. P. (ed.), 1982 Applied Modeling in Catchment Hydrology, Water Resources Publications, Littleton, Colorado. 11. Singh, V. P., Baniukiwicz, A., and Chen V. J., 1982 ‘An Instantaneous Unit Sediment Graph Study for Small Upland Watersheds,’ Water Resources Publications, Littieton, Colorado. 12. Singh, V. P., 1988 Hydrologic Systems: Vol. 1, ‘Rainfall-Runoff Modeling,’ Prentice Hall, Englewood Cliffs,New Jersey, pp. 215–222. 13. Singh, V. P., 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. Sugawara, M., 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.