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Bank erosion and channel width change in a tropical catchment

机译:热带流域的河岸侵蚀和河道宽度变化

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Catchment sediment budget models are used to predict the location and rates of bank erosion in tropical catchments (training to the Great Barrier Reef lagoon, yet the reliability of these predictions has not been tested due to a lack of measured bank erosion data. This paper presents the results of a 3 year field study examining bank erosion and channel change on the Daintree River, Australia. Three different methods were employed: (1) erosion pins were used to assess the influence of riparian vegetation on bank erosion, (2) bench-marked cross-sections were used to evaluate annual changes in channel width and (3) historical aerial photos were used to place the short term data into a longer temporal perspective of channel change (1972-2000). The erosion pin data suggest that the mean erosion rate of banks with riparian vegetation is 6.5 times (or 85%) lower than that of banks without riparian vegetation. The changes measured front cross-section surveys suggest that channel width has increased by an average of 0-74 (+/- 0-47) m a(-I) over the study period (or similar to 0-8% yr(-1)). The aerial photo results suggest that over the last 30 years the Daintree River has undergone channel contraction of the order of 0-25 m a(-1). The cross-section data were compared against modelled SedNet bank erosion rates, and it was found that the model underestimated bank erosion and was unable to represent the variable erosion and accretion processes that were observed in the field data. The reach averaged bank erosion rates were improved by the inclusion of locally derived bed slope and discharge estimates; however, the result's suggest that it will be difficult for catchment scale sediment budget models to ever accurately predict the location and rate of bank erosion due to the variation in bank erosion rates in both space and time. Copyright (C) 2008 John Wiley & Sons, Ltd.
机译:流域沉积物预算模型用于预测热带流域(训练到大堡礁泻湖中)河岸侵蚀的位置和速率,但是由于缺乏可测量的河岸侵蚀数据,尚未对这些预测的可靠性进行检验。一项为期3年的现场研究结果,考察了澳大利亚戴恩特里特河的河岸侵蚀和河道变化,采用了三种不同的方法:(1)用侵蚀针评估河岸植被对河岸侵蚀的影响;(2)标记的横截面用于评估通道宽度的年度变化,(3)历史航拍照片用于将短期数据放入通道变化的较长时间范围内(1972-2000年)。有河岸植被的河岸侵蚀率比没有河岸植被的河岸侵蚀率低6.5倍(或85%),测量的横截面变化表明,河道宽度具有在研究期间平均降低了0-74(+/- 0-47)m a(-I)(或类似于0-8%yr(-1))。航拍结果表明,在过去的30年中,丹特里河经历了0-25 m a(-1)的河道收缩。将横截面数据与建模的SedNet银行侵蚀率进行了比较,发现该模型低估了银行侵蚀,并且无法代表在现场数据中观察到的可变侵蚀和吸积过程。通过纳入当地得出的河床坡度和流量估算值,可以提高河岸平均河岸侵蚀率;但是,结果表明,由于河岸侵蚀率随时间和空间的变化,流域规模的泥沙预算模型很难准确地预测河岸侵蚀的位置和速度。版权所有(C)2008 John Wiley&Sons,Ltd.

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