On the Seddon speed formula;A propos de la formule de Seddon

Hydrological Sciences Journal

Volumn 46, Issue 3, 2001, Pages 333-347

  Mishra, Surendra kumar ^a   Singh, Vijay p ^b  

^a NATIONAL INSTITUTE OF HYDROLOGY   (India)

^b LOUISIANA STATE UNIVERSITY   (United States)

Author keywords

Attenuation; Diffusion wave; Dynamic wave; Hysteresis; Kinematic wave; Loop rating curve; Seddon formula; Steady dynamic wave; Wave celerity

Indexed keywords

DAMPING; ELASTICITY; HYSTERESIS; SPECIFIC HEAT; SPEED; THERMODYNAMICS;

SEDDON SPEED FORMULA;

HYDROLOGY;

ELASTICITY; HYSTERESIS; RIVER; THERMODYNAMICS; WAVE ATTENUATION; WAVE DAMPING;

EID: 0035368188     PISSN: 02626667     EISSN: 21503435     Source Type: Journal    
DOI: 10.1080/02626660109492830     Document Type: Article

References (28)

1. Cunge, J. A., Holly, F. M., Jr and Verwey, A., 1980. Practical Aspects of Computational River Hydraulics. Boston, Massachusetts, USA:Pitman.
2. Freeze, R. A., and Cherry, J. A., 1979. Groundwater. Englewood Cliffs, New Jersey, USA:Prentice Hall.
3. French, R. H., 1985. Open Channel Hydraulics. New York, USA:McGraw-Hill.
4. Hayden, H. W., Moffatt, W. G., and Wulff, J., 1986. The Structure and Properties of Materials:Mechanical Behaviour Vol. III, New Delhi, India:Wiley Eastern Limited.
5. Henderson, F. M., 1966. Open Channel Flow. New York, USA:Macmillan.
6. Jain, M. K., Mishra, S. K., and Seth, S. M., 1996. “ Hysteresis criteria for the applicability of CPC and CPMC methods of flood routing. ”. In Proc. Int. Conf. on Disasters and Mitigation (Anna University, Madras, India, 19–22 January).
7. Kleitz, C., 1877. Sur la théorie du non-permanent des liquides. Annales de Ponts et Chaussés, 2:133–196. Sem., no. 48
8. Kundzewicz, Z. W., and Dooge, J. C. I., 1989. Attenuation and phase shift in linear flood routing. Hydrol. Set J., 34 (1):21–40.
9. Lubkin, G. B., 1997. “ Experiments find hysteresis and precursors in the stick-slip friction of a granular system. ”. In Physics Today 17–19.
10. Mahmood, K., and Yevjevich, V., 1975. Unsteady Flow in Open Channels Vol. I, Fort Collins, Colorado, USA:Water Resources Publications.
11. Menendez, A. N., and Norscini, R., 1982. Spectrum of shallow water waves:an analysis. J. Hydraul Div. ASCE, 108:75–94. (HY1)
12. Menendez, A. N., and Norscini, R., 1983. Discussion on Nature of flood wave attenuation in open channel flow. J. Hydraul. Div. ASCE, 109 (5):786–789.
13. Mishra, S. K., and Seth, S. M., 1994. Effect of downstream boundary conditions on dam break flood wave propagation characteristics., Tech. Report Roorkee, India:National Institute of Hydrology.
14. Mishra, S. K., and Seth, S. M., 1996. Use of hysteresis for defining the nature of flood wave propagation in natural channels. Hydrol. Sci. J., 41 (2):153–170.
15. Mishra, S. K., and Singh, V. P., 1999. Hysteresis-based flood wave analysis. J. Hydrol. Engng ASCE, 4 (4):358–365.
16. Mishra, S. K., and Singh, V. P., “ Hysteresis-based flood wave analysis using the concept of strain. ”. In Hydrol. Processes. (in press)
17. Mishra, S. K., Jain, M. K., and Seth, S. M., 1997. Characterization of flood waves by rating curves. Nordic Hydrol., 28 (1):51–64.
18. Mishra, S. K., Sah, S., Sharma, N., and Seth, S. M., 1996. “ Defining flood wave propagation characteristics using hysteresis of rating curves. ”. In HYDR096 (National Symp., 11–13 December). Kanpur, India:Indian Inst, of Technol.
19. Murphy, G., 1957. Properties of Engineering Materials. Scranton, Pennsylvania, USA:International Textbook Company.
20. NWS (National Weather Service). 1981. The NWS Dam-Break Flood Forecasting Model:Users Manual. Davis, California, USA:NWS.
21. Ponce, V. M., 1989. Engineering Hydrology:Principles and Practices. Englewood Cliffs, New Jersey, USA:Prentice Hall.
22. Ponce, V. M., and Simons, D. B., 1977. Shallow wave propagation in open channel flow. J. Hydraul. Div. ASCE, 103:1461–1476. (HY12)
23. Ponce, V. M., Lohani, A. K., and Scheyhing, C., 1996. Analytical verification of Muskingum-Cunge routing. J. Hydrol., 174:235–241.
24. Price, R. K., 1973. Flood routing method in British rivers. Proc. Instn Civil Engrs, 57:913–930. (London)
25. Price, R. K., 1985. “ Chapter 4 ”. In Development in Hydraulic Engineering Edited by:Novak, E. J. P., Amsterdam, The Netherlands:Elsevier Applied Science. Flood routing. in:(ed. by
26. Rankine, M., 1870. On the thermodynamic theory of waves of finite longitudinal disturbance. Phil. Trans. Roy. Soc., 160:277–288. (London)
27. Seddon, J. A., 1900. River hydraulics. Trans. ASCE, 43:179–229.
28. Singh, V. P., 1996. Kinematic Wave Modelling in Water Resources:Surface Water Hydrology. New York, USA:John Wiley & Sons.