Skip to main content Accessibility help
×
Hostname: page-component-78c5997874-s2hrs Total loading time: 0 Render date: 2024-11-13T00:42:27.750Z Has data issue: false hasContentIssue false

3 - Regime Theory

Published online by Cambridge University Press:  24 November 2022

Vijay P. Singh
Affiliation:
Texas A & M University
Get access

Summary

The interrelationship between flow, sediment transport, channel resistance, and bank stability determines the regime of a channel in alluvium, meaning channel shape and stability. Thus, the regime theory predicts the size, shape, and slope of a stable alluvial channel under given conditions. This chapter presents regime relations for channel width, depth, and gradient.

Type
Chapter
Information
Handbook of Hydraulic Geometry
Theories and Advances
, pp. 65 - 109
Publisher: Cambridge University Press
Print publication year: 2022

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Ackers, P. (1964). Experiments on small streams in alluvium. Journal of the Hydraulics Division, Vol. 90, No. 4, pp. 137.Google Scholar
Ackers, P. (1980). Use of sediment transport concepts in stable channel design. 1st Workshop on Alluvial River Problems, Roorkee, India.Google Scholar
Ackers, P. (1983). Sediment Transport Problems in Irrigation System Design. Developments in Hydraulic Engineering-I, edited by Novak, P., Applied Science Publishers, London, pp. 151195.Google Scholar
Ackers, P. (1988). Alluvial channel hydraulics. Journal of Hydrology, Vol. 100, pp. 177204.CrossRefGoogle Scholar
Ackers, P. (1992). 1992 Gerald Lacey Memorial Lecture: Canal and river regime in theory and practice: 1929–92. Proceedings, Institution of Civil Engineers, Water, Maritime and Energy, Vol. 96, pp. 167176.CrossRefGoogle Scholar
Ackers, P. and Charlston, F. G. (1970a). The geometry of small meandering streams. Proceedings, Institution of Civil Engineers, Supplement Xii, 289.Google Scholar
Ackers, P. and Charlston, F. G. (1970b). Meander geometry arising from varying flows. Journal of Hydrology, Vol. 11, No. 3, pp. 230252.Google Scholar
Bakker, B., Vermas, H., and Choudri, A. M. (1986). Regime theories updated or outdated. International Commission on Irrigation and Drainage, Darves Bornoz Special Session, Lahore, Report 9.Google Scholar
Bettess, R. and White, W. R. (1983). Meandering and braiding of alluvial channels. Proceedings, Institution of Civil Engineers, Part 2, pp. 525–538.CrossRefGoogle Scholar
Blench, T. (1951). Regime theory for self-formed sediment-bearing channels. Proceedings, ASCE, Vol. 77, Separate 70, pp. 118.Google Scholar
Blench, T. (1952). Regime theory for self-formed sediment bearing channels. Transactions, American society of Civil Engineers, Vol. 117, pp. 383408.Google Scholar
Blench, T. (1957). Regime Behavior of Canals and Rivers. 138 pp., Butterworths, London.Google Scholar
Bose, N. K. (1936). Silt movement and design of channels. Punjab Engineering Congress, Paper 192.Google Scholar
Bray, D. L. (1982a). Flow resistance in gravel bed rivers. In: Fluvial Processes, Engineering and Management, edited by Hey, et al., John Wiley, Chichester, pp. 109133.Google Scholar
Bray, D. L. (1982b). Regime equations for gravel-bed rivers. In: Gravel-Bed Rivers, edited by Hey, R. D., Bathurst, J. C., and Thorne, C. R., John Wiley, Chichester, pp. 517542.Google Scholar
Brice, J. C. (1960). Index for description of channel braiding. Geological Society of America Bulletin. Vol. 71, p. 1833.Google Scholar
Carlston, C. W. (1965). The relation between free meander geometry to stream discharge and its geometric implications. American Journal of Science, Vol. 263, pp. 864885.CrossRefGoogle Scholar
Chang, H. H. (1979). Maximum stream power and channel patterns. Journal of Hydrology, Vol. 41, pp. 303327.Google Scholar
Charlton, F. G., Brown, P. M., and Benson, R. W. (1978). The hydraulic geometry of some gravel bed rivers in Britain. Report IT 180, Hydraulics Reseacrh Station, Wallingford.Google Scholar
Chien, N. (1956). Graphic design of alluvial channels. Transactions of ASCE, Vol. 121, pp. 12671287.Google Scholar
Chien, N. (1957). A concept of the regime theory. Transactions, American Society of Civil Engineers, Vol. 122, pp. 785793.CrossRefGoogle Scholar
Chitale, S. W. (1966). Design of Alluvial Channels. ICID, Delhi, Q20, E17.Google Scholar
Desloges, J. R. and Church, M. A. (1989). Canadian landform examples-13. The Canadian Geographer, Vol. 33, No. 4, pp. 360264.Google Scholar
Eaton, B. and Millar, R. (2017). Predicting gravel bed river response to environmental change: The strengths and limitations of regime-based approach. Earth Surface Processes and Landforms, Vol. 42, pp. 9941008.CrossRefGoogle Scholar
Engelund, F. and Hansen, E. (1967). A monogram on sediment transport in alluvial streams. Teknisk Verlag, Copenhagen.Google Scholar
Griffiths, G. A. (1980). Hydraulic geometry relationships of some New Zealand gravel bed rivers. Journal of Hydrology (New Zealand), Vol. 19, No. 2, pp. 106118.Google Scholar
Hey, R.D. (1975). Geometry of river meanders. Nature, Vol. 262, pp. 482484.Google Scholar
Hey, R.D. (1978). Determinate geometry of river channels. Journal of Hydraulics Division, ASCE, Vol. 104, No. HY6, pp. 868885.Google Scholar
Hey, R. D. and Thorne, C. R. (1986). Stable channels with mobile gravel beds. Journal of Hydraulic Engineering, ASCE, Vol. 112, No. 3, pp. 671689.Google Scholar
Inglis, C. C. (1947). Meanders and their bearing in river training. Maritime Paper No. 7, Institution of Civil Engineers, London.Google Scholar
Jefferson, M. S. W. (1902). Limiting width of meander belts. National Geography Magazine, Vol. 13, pp. 373384.Google Scholar
Kellerhals, R. (1967). Stable channels with gravel-paved beds. Journal of the Waterways and Harbors Division, ASCE, Vol. 93, No. WW1, pp. 6384.CrossRefGoogle Scholar
Kellerhals, R. (1976). Stable channels with gravel paved beds. Journal of the Waterways and harbors Division, ASCE, Vol. 83, No. WW1, pp. 6383.Google Scholar
Kellerhals, R., Church, M., and Bray, D. I. (1976). Classification and analysis of river processes. Journal of Hydraulics Division, ASCE, Vol. 107, No. HY7, pp. 813829.CrossRefGoogle Scholar
Kennedy, R. G. (1895). On the prevention of silting in irrigation canals. Proceedings, Institution of Civil Engineers, Vol. 119, pp. 281290.Google Scholar
Kondap, D. M. and Garde, R. J. (1979). Design of stable channels. ICOLD Special Issue, Journal of Irrigation and Power, Vol. 36, No. 4, October.Google Scholar
Lacey, G. (1929–1930). Stable channels in alluvium. Proceedings, Institution of Civil Engineers, Vol. 229, pp. 259384.Google Scholar
Lacey, G. (1933–1934). Uniform flow in alluvial rivers and canals. Minutes of the Proceedings, Institution of engineers, London, Vol. 237, pp. 421453.Google Scholar
Lacey, G. (1946). A general theory of flow in alluvium. Journal of Institution of Civil Engineers, London, Vol. 27, pp. 1647.CrossRefGoogle Scholar
Lacey, G. (1947). A general theory of flow in alluvium. Journal of Institution of Civil Engineers, London, Vol. 28, pp. 425451.CrossRefGoogle Scholar
Lacey, G. (1957). Discussion of “A concept of the regime theory, by N. Chien, (1957).” Transactions, American Society of Civil Engineers, Vol. 122, pp. 794797.Google Scholar
Lacey, G. (1957–1958). Flow in alluvial channels with sand be mobile beds. Proceedings, Institution of Civil Engineers, London, Vol. 9, pp. 146164.Google Scholar
Lacey, G. and Pemberton, W. (1972). A general formula for uniform flow in self-formed alluvial channels. Proceedings, Institution of Civil Engineers, Part 2, Vol. 53, pp. 373381.Google Scholar
Lane, E. W. (1937). Stable channels in erodible materials. Transactions, ASCE, Vol. 102, pp. 123142.Google Scholar
Lane, E. W. (1955). Design of stable channels. Transactions, ASCE, Vol. 120, No. 2776, pp. 12341279.Google Scholar
Leopold, L. B. and Wolman, M. G. (1957). River channel patterns, braided, meandering and straight. U.S. Geological Survey, Washington, DC.CrossRefGoogle Scholar
Leopold, L. B. and Wolman, M. G. (1960). River meanders. Bulletin of the Geological Society of America, Vol. 71, pp. 760794.CrossRefGoogle Scholar
Lindley, E. S. (1919). Regime channels. Proceedings, Punjab Engineering Congress, Vol. 7, p. 63.Google Scholar
Malhotra, (1939). Annual Report (Technical). Central Board of irrigation, India, 1939–40 (reported in Inglis, 1948).Google Scholar
Mollard, I. D. (1973). Airphoto interpretation of fluvial features. Proceedings of the 9th Canadian Hydrology Symposium, Edmonton, Alberta; National Research Council of Canada, Associate Committee of Hydrology, Ottawa, pp. 341380.Google Scholar
Nixon, M. (1959). A study of bankfull discharge of rivers in England and Wales. Proceedings, Institution of Civil Engineers, Vol. 12, pp. 157174.Google Scholar
Osterkamp, W. R. and Hedman, E. R. (1982). Perennial-streamflow characteristics related to channel geometry and sediment in Missouri River basins, U.S. Geol. Survey Prof. Paper 1242, 37 pp., Washington, DC.Google Scholar
Ramette, M. (1979). Une approche rationale de la morphologie fluviale. Houivve Blanche, Vol. 34, No. 8, pp. 491498.Google Scholar
Ramette, M. (1980). A theoretical approach to fluvial processes. Proceedings, International Symposium on River Sedimentation, Chinese Society of Hydraulic Engineering, Beijing, pp. 601622.Google Scholar
Ranga Raju, K. G. and Garde, R. J. (1988). Design of stable canals in alluvial material. International Journal of Sediment Research, Vol. 3, No. 1, pp. 1037.Google Scholar
Vol. 38, No. 2, pp. 191–194.Google Scholar
Raymond, J. P. (1951). Study of saturated rivers by means of geographical representation. IAHR, Report 4th Meeting, Bombay.Google Scholar
Schumm, S. A. (1963a). Sinuosity of alluvial rivers on the Great Plains. Geological Society of America Bulletin, Vol. 74, pp. 10891106.Google Scholar
Schumm, S. A. (1963b). A tentative classification of alluvial river channels. U.S. Geological Survey Circular 47, Washington, DC.Google Scholar
Schumm, S. A. (1971). Fluvial geomorphology: The historical perspective. Chapter 4 in River Mechanics, Vol. 1, edited by Shen, H. W., Fort Collins, CO.Google Scholar
Simons, D. B. and Alberton, M. L. (1960). Uniform water conveyance channels in alluvial material. Journal of Hydraulics Division, ASCE, Vol.85, No. HY5, pp. 3371.CrossRefGoogle Scholar
Simons, D. B. and Alberton, M. L. (1963). Uniform water conveyance channels in alluvial material. Transactions, ASCE, Vol. 128, Part 1, No. 3399, pp. 65167.Google Scholar
Simons, D. B., Lagasse, P. F., Chen, Y. H., and Schumm, S. A. (1975). The river environment: A reference document, prepared for U.S. Department of the Interior, Fish and Wildlife Service, Twin Cities, MN.Google Scholar
Smith, K. V. H. (1970). Similarity in unlined irrigation canals systems. Proceedings, of Hydraulics Division, ASCE, Vol. 96, No. HY1, p. 123.Google Scholar
Smith, K. V. H. (1974). Comparison of prediction techniques with records of observations on the Lower Chenab canal system. University of Southampton.Google Scholar
Stevens, M. A. and Nordin, C. F. (1987). Critique of the regime theory for alluvial channels. Journal of Hydraulic Engineering, Vol. 113, No. 11, pp. 13501380.CrossRefGoogle Scholar
Tarar, R. N. and Choudri, A. M. (1979). Behavioral evaluation of some Pakistan canals: Part1. Presented at the June 26–29, International Symposium on Mechanics of Alluvial Channels, held in Lahore, Pakistan.Google Scholar
USBR (1948). Proceedings, Federal Interagency Sedimentation Conference. U.S. Bureau of Reclamation, Washington, DC, p. 114.Google Scholar
Vanoni, V. A. (1975). Sedimentation Engineering. American Society of Civil Engineers (ASCE) Manual 54, 746 pp., ASCE Press, Reston, VA.Google Scholar
White, W. R., Paris, E., and Bettess, R. (1981). River regime based on sediment transport concepts. Hydraulics Research Station, Wallingford, Report IT 201.Google Scholar
Wolman, M. G. (1955). The natural channel of Brandywine Creek, Pennsylvania. Geological Survey Professional Paper 271, pp. 156, U.S. Department of the Interior, Washington, DC.Google Scholar
Yang, C. T. (1971). On river meanders. Journal of Hydrology, Vol. 13, pp. 231253.Google Scholar

Save book to Kindle

To save this book to your Kindle, first ensure [email protected] is added to your Approved Personal Document E-mail List under your Personal Document Settings on the Manage Your Content and Devices page of your Amazon account. Then enter the ‘name’ part of your Kindle email address below. Find out more about saving to your Kindle.

Note you can select to save to either the @free.kindle.com or @kindle.com variations. ‘@free.kindle.com’ emails are free but can only be saved to your device when it is connected to wi-fi. ‘@kindle.com’ emails can be delivered even when you are not connected to wi-fi, but note that service fees apply.

Find out more about the Kindle Personal Document Service.

  • Regime Theory
  • Vijay P. Singh, Texas A & M University
  • Book: Handbook of Hydraulic Geometry
  • Online publication: 24 November 2022
  • Chapter DOI: https://doi.org/10.1017/9781009222136.004
Available formats
×

Save book to Dropbox

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Dropbox.

  • Regime Theory
  • Vijay P. Singh, Texas A & M University
  • Book: Handbook of Hydraulic Geometry
  • Online publication: 24 November 2022
  • Chapter DOI: https://doi.org/10.1017/9781009222136.004
Available formats
×

Save book to Google Drive

To save content items to your account, please confirm that you agree to abide by our usage policies. If this is the first time you use this feature, you will be asked to authorise Cambridge Core to connect with your account. Find out more about saving content to Google Drive.

  • Regime Theory
  • Vijay P. Singh, Texas A & M University
  • Book: Handbook of Hydraulic Geometry
  • Online publication: 24 November 2022
  • Chapter DOI: https://doi.org/10.1017/9781009222136.004
Available formats
×