...
首页> 外文期刊>Catena: An Interdisciplinary Journal of Soil Science Hydrology-Geomorphology Focusing on Geoecology and Landscape Evolution >Morphological adjustment of the Qingshuigou channel on the Yellow River Delta and factors controlling its avulsion
【24h】

Morphological adjustment of the Qingshuigou channel on the Yellow River Delta and factors controlling its avulsion

机译:黄河三角洲青春沟渠道的形态学调整及控制撕裂的因素

获取原文
获取原文并翻译 | 示例
   

获取外文期刊封面封底 >>

       

摘要

The avulsion time scale of channels on the Yellow River delta (YRD) is about a decade due to the large sediment load, and rapid channel aggradation and progradation. Nevertheless, the Qingshuigou channel has been maintained for about four decades since 1976. This channel provides an ideal opportunity to study channel evolution following avulsion and to examine different avulsion criteria. In this study, we analyzed the geomorphic adjustment of the lower Qingshuigou channel during 1976-2015, and calculated normalized gradient advantage and superelevation at the channel to estimate how close the channel was to avulsion. Results showed that channel evolution processes may be divided into four phases: I (1976-1980) rapid aggradation, II (1980-1985) channel widening and enlargement, III (1985-1996) main channel aggradation and shrinkage, and IV (1996-2015) main channel incision and deepening. Evolution phases I, II and III are similar to the avulsion cycle observed in natural and experimental fluvial systems. The calculated values of normalized gradient advantage and superelevation in early 1990s exceeded the critical values suggested by previous studies, implying that the channel was prone to avulsion. Nevertheless, avulsion was prevented mainly due to limited overbank flows, constriction from artificial dikes, and slowed channel extension as a result of reduced sediment load. The evolution of the Qingshuigou channel confirms previous arguments that superelevation and gradient advantage are not sufficient for avulsion, and multiple factors should be considered, including flood frequency, lateral mobility, sediment diameter, and human interruptions.
机译:黄河三角洲(YRD)通道的撕脱时间等级是由于沉积物负荷大约十年,并且快速的渠道收入和促进。尽管如此,自1976年以来,青海沟渠道已经维持了大约四十年。该渠道提供了学习禁鸟后渠道演进的理想机会,并检查不同的撕脱标准。在这项研究中,我们在1976 - 2015年期间分析了下清穗沟渠道的几何调整,并在通道中计算了归一化的梯度优势和超级化以估计通道对牵胎的接近程度。结果表明,渠道演化过程可分为四个阶段:i(1976-1980)快速译长,II(1980-1985)通道扩大和扩大,III(1985-1996)主要渠道委员会委员会委员会委员会,和IV(1996-19-19-19) 2015年)主要频道切口和深化。进化阶段I,II和III类似于在天然和实验性河流系统中观察到的撕脱循环。在20世纪90年代初期的归一化梯度优势和超级超级的计算值超过了以前研究表明的临界值,这意味着通道易患牵引力。然而,由于过度的过度银行流动,从人工堤坝的收缩,并且由于降低的沉积物负荷而减慢了通道延伸,因此预防撕开。清水沟通道的演变证实了以前的争论,渐变优势不足以用于撕脱,并且应考虑多种因素,包括洪水频率,横向迁移率,沉积物直径和人类中断。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号