Determination of bankfull discharge magnitude and frequency:: comparison of methods on 16 gravel-bed river reaches

被引:65
|
作者
Navratil, O. [1 ]
Albert, M. -B. [1 ]
Herouin, E. [1 ]
Gresillon, J. -M. [1 ]
机构
[1] Irstea, Hydrol Hydraul Res Unit, F-69336 Lyon 09, France
关键词
bankfull discharge; gravel-bed rivers; recurrence interval; flow duration;
D O I
10.1002/esp.1337
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Bankfull discharge is identified as an important parameter for studying river morphology, sediment motion, flood dynamics and their ecological impacts. In practice, the determination of this discharge and its hydrological characteristics is not easy, and a choice has to be made between several existing methods. To evaluate the impact of the choice of methods, five bankfull elevation definitions and four hydrological characterizations (determination of duration and frequency of exceedance applied to instantaneous or mean daily data) were compared on 16 gravel-bed river reaches located in France (the catchment sizes vary from 10 km(2) to 1700 km(2)). The consistency of bankfull discharge estimated at reach scale and the hydraulic significance of the five elevation definitions were examined. The morphological definitions (Bank Inflection, Top of Bank) were found more relevant than the definitions based on a geometric criterion. The duration of exceedance was preferred to recurrence intervals (partial duration series approach) because it is not limited by the independency of flood events, especially for low discharges like those associated with the Bank Inflection definition. On average, the impacts of the choice of methods were very important for the bankfull discharge magnitude (factor of 1(.)6 between Bank Inflection and Top of Bank) and duration of exceedance or frequency (respectively a factor 1(.)8 and 1(.)9 between mean daily and instantaneous discharge data). The choice of one combination of methods rather than another can significantly modify the conclusions of a comparative analysis in terms of bankfull discharge magnitude and its hydrological characteristics, so that one must be cautious when comparing results from different studies that use different methods. Copyright (c) 2006 John Wiley & Sons, Ltd.
引用
收藏
页码:1345 / 1363
页数:19
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