Bankfull discharge; Gravel bed rivers; Recurrence interval
Abstract :
[en] Bankfull discharge was identified in some 30 gravel-bed rivers representing in total c. 40 gauging stations. The catchment sizes vary from 4km2 to nearly 2700km2. Bankfull discharge values increases with basin size. In the case of gravel-bed rivers developed on an impermeable substratum, the following equation emerges: Qb=0·087 A1·044. Bankfull discharge
recurrence interval was determined by fitting maximum annual floods (Ta) into Gumbel’s distribution and then using the partial duration series (Tp) in this same distribution. Recurrence interval is below 0·7 years (Tp) for small pebble-bed rivers developed on an impermeable substratum; it reaches 1·1 to 1·5 years when the catchment size of these rivers exceeds
250km2. Rivers incised in the soft schists of the Famenne show larger channel capacity at bankfull stage, a small width/depth ratio and thus higher recurrence intervals (1·4–5·3 years with Ta and 1–4·4 years with Tp). Baseflow-dominated gravel-bed streams and sandy or silty rivers experience less frequent bankfull discharges, with a recurrence interval higher than 2 or even 3 years (Tp).
Disciplines :
Earth sciences & physical geography
Author, co-author :
Petit, François ; Université de Liège - ULiège > Département de géographie > Géomorphologie fluviatile, hydrographie
Pauquet, A.
Language :
English
Title :
Bankfull discharge recurrence interval in gravel bed rivers
Publication date :
1997
Journal title :
Earth Surface Processes and Landforms
ISSN :
0197-9337
eISSN :
1096-9837
Publisher :
John Wiley & Sons, Inc, Chichester, United Kingdom
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
Andrews, E. D. 1980. 'Effective and bankfull discharges of streams in the Yampa river basin, Colorado and Wyoming', Journal of Hydrology, 46, 311-330.
Archer, D. R. 1989. 'Flood wave attenuation due to channel and floodplain storage and effects on flood frequency', in Beven and Carling (Eds), Floods: Hydrologival, Sedimentological and Geomorphological Implications, Wiley, Chichester, 37-46.
Carling, P. 1988. 'The concept of dominant discharge applied to two gravel-bed streams in relation to channel stability thresholds', Earth Surface Processes and Landdforms, 13, 355-367.
Dubreuil, P. 1974. Initiation à l' analyse hydrologique, Masson, 216 pp.
Dunne, T. and Leopold, L. B. 1978. Water in Environmental Planning, Freeman, 818 pp.
Dury, G. H. 1961. 'Bankfull discharge: an example of its statistical relationships', Bulletin of the International Association of Scientific Hydrology, 6(3), 48-55.
Dury, G. H. 1977. 'Underfit streams: retrospect, perspect and prospect', in Gregory, K. J. (Ed.), River Channel Changes, 281-293.
Gregory, K. J. and Walling, D. E. 1973. Drainage Basin Form and Process. A Geomorphological Approach, Arnold, 458 pp.
Harvey, A. M. 1969. 'Channel capacity and the adjustment of streams to hydrologic regime', Journal of Hydrology, 8, 82-98.
Hooke, J. M. 1987. 'Discussion à propos de l'article de Newson, M. D. & Leeks, G. J., Transport processes and the catchment scale', in Thorne, C. R., Bathurst, J. C. and Hey, R. D. (Eds), Sedimemt Transport in Gravel Bed River, Wiley, Chichester, 219-222.
Lambert, C. P. and Walling, D. E. 1987. 'Floodplain sedimentation: a preliminary investigation of contemporary deposition within the lower reaches of the River Culm, Devon U.K.', Geografisko Annaler, 69(3-4), 393-404.
Leopold, L. B., Wolman, M. G. and Miller, J. D. 1964. Fluvial Processes in Geomorphology, Freeman, San Francisco, 522 pp.
Louette, F. 1995. Evaluation du débit à pleins bords et de sa récurrence dans plusieurs rivières de Moyenne et de Haute Belgique. Relations avec les paramètres morphométriques, sédimentologiques et dynamiques, Mémoire Lic. Sc. Géogr., Univ. Liège, Inédit, 100 pp.
Molitor, N. 1991. Méandres, régime hydrologique et végétation de la rivière Schwalm (Plateau d'Elsenborn, Belgique), Mémoire Lic. Sc. Géogr. Univ. Liège, Inédit, 178 pp.
Nixon, M. B. E. 1959. 'A study of the bankfull discharges in England and Wales', Proceedings of the Institute of Civil Engineers, 22, 157-173.
Pauquet, A. and Petit, F. 1993. 'Evolution de la fréquence des inondations de l'Ourthe inférieure', Bull. Soc. Belge Etudes Géog., 62(2), 361-375.
Petit, F. 1984. 'Les processus contrôlant l'évolution d'une rivière ardennaise', Z. Geomorphol., N. F., Suppl. Bd. 49, 95-109.
Petit, F. 1987. 'The relationship between shear stress and the shaping of the bed of a pebble-loaded river (La Rulles-Ardennes)', Catena, 14, 453-468.
Petit, F. and Daxhelet, C. 1989. 'Détermination du débit à pleins bords et de sa récurrence dans différentes rivières de Moyenne et Haute Belgique', Bull. Soc. Géog. Liège, 25, 69-84.
Petts, G. E. 1977. 'Channel response to flow regulation. The case of the river Derwent, Derbyshire', in Gregory, K. J. (Ed.), River Channel Changes, Wiley, Chichester, 145-164.
Petts, G. E. and Foster, J. 1985. Rivers and Landscape, Arnold, 274 pp.
Pickup, G. and Warner, R. F. 1984. 'Geomorphology of tropical rivers. Part II. Channel adjustment to sediment load and discharge in the fly and lower Purari, Papua New Guinea', in Shick, A. P. (Ed.), Channel Processes, Water sediment. Catchment Controls, Catena, suppl., 5, 19-11.
Richards, K. 1982. Rivers, Form and Process in Alluvial Channels, Methuen, 358 pp.
Roberts, C. E. 1989. 'Flood frequency and urban-induced channel change: some British examples', in Beven, K. and Carling, P. (Eds), Floods: Hydrological, Sedimentological and Geomorphological Implications, Wiley, Chichester, 57-82.
Tricart, I. 1977. Précis de Géomorphologie: Géomorphologie Dynamique Générale (tome 2), Sedes, Paris, 345 pp.
Ward, R. 1978. Floods, a Geographical Perspective, Macmillan Press, 244 pp.
Williams, G. P. 1978. 'Bankfull discharge of rivers', Water Res. 14(6), 1141-1154.
This website uses cookies to improve user experience. Read more
Save & Close
Accept all
Decline all
Show detailsHide details
Cookie declaration
About cookies
Strictly necessary
Performance
Strictly necessary cookies allow core website functionality such as user login and account management. The website cannot be used properly without strictly necessary cookies.
This cookie is used by Cookie-Script.com service to remember visitor cookie consent preferences. It is necessary for Cookie-Script.com cookie banner to work properly.
Performance cookies are used to see how visitors use the website, eg. analytics cookies. Those cookies cannot be used to directly identify a certain visitor.
Used to store the attribution information, the referrer initially used to visit the website
Cookies are small text files that are placed on your computer by websites that you visit. Websites use cookies to help users navigate efficiently and perform certain functions. Cookies that are required for the website to operate properly are allowed to be set without your permission. All other cookies need to be approved before they can be set in the browser.
You can change your consent to cookie usage at any time on our Privacy Policy page.