首页> 外文OA文献 >Effects of Spatially Distributed Stream Power on Check Dam Function in Small Upland Watersheds: A Case Study of the Upper Laja Watershed, Guanajuato, Mexico
【2h】

Effects of Spatially Distributed Stream Power on Check Dam Function in Small Upland Watersheds: A Case Study of the Upper Laja Watershed, Guanajuato, Mexico

机译:空间分布式河流功率对小型旱地流域拦河坝功能的影响 - 以墨西哥瓜纳华托上拉贾河流域为例

摘要

Watershed restoration comes in a variety of forms depending on which set of problems are sought to be remedied. Severe soil erosion, in the form of gullying and/or headcutting, can be mitigated through constructing check dams in well-selected locations. This practice has been used throughout the upland subwatersheds within the Upper Laja River watershed in Guanajuato, Mexico. The present study employed Wolman pebble counts to systematically assess the effectiveness of 21 check dams located near the city of San Miguel de Allende. Particle size distributions taken directly downstream and upstream of each check dam were differentiated, aggregated and compared--with the difference between median particle size of downstream and upstream distributions defined as DsD50-UsD50. Several subwatershed attributes were calculated in a GIS for comparison to DsD50-UsD50 values. Results indicate that, on aggregate, the check dams studied were moderately successful at retaining sediment that becomes entrained in concentrated flow (DsD50-UsD50 = 15.4 mm; p u3c 0.001). Individually, 18 of the 21 check dams surveyed had statistically significant differences between DsD50 and UsD50 (p u3c 0.05). The subwatershed variables of local channel slope (r = 0.55), mean subwatershed slope (r = 0.46), subwatershed area (r = 0.59), distance from channel head (r = 0.54), percent canopy cover (r = 0.46), Qmed (r = 0.46), total stream power (r = 0.58), and change in total stream power (r = -0.45) were found to be statistically significant when correlated with DsD50-UsD50 values (p u3c 0.05). Change in total stream power was used to classify stream reaches as either erosion or deposition-dominated. When compared, the DsD50-UsD50 values from check dams located in erosion and deposition-dominated reaches are statistically different (p u3c 0.05); higher performing check dams were predominantly found in deposition-dominated reaches. The results of this study suggest that spatially distributed stream power can be used as a variable for making decisions about future check dam locations. In particular, check dams are more likely to be effective if they are located within deposition-dominated areas (negative change in total stream power) and in areas of decreasing change in total stream power. In general, this studyu27s findings also support locating check dams in second order streams.
机译:分水岭修复有多种形式,具体取决于要解决的问题集。可以通过在精心选择的位置修建止水坝来减轻严重的水土流失,例如沟壑和/或砍伐。墨西哥瓜纳华托州上拉贾河流域内的所有山地小流域都采用了这种做法。本研究采用沃尔曼卵石计数系统地评估了位于圣米格尔德阿连德市附近的21个止水坝的有效性。对每个止水坝下游和上游直接获取的粒度分布进行区分,汇总和比较-下游和上游分布的中值粒度之间的差异定义为DsD50-UsD50。在GIS中计算了几个子集水区属性,以与DsD50-UsD50值进行比较。结果表明,总体而言,所研究的止水坝在保留被集中流动夹带的沉积物方面取得了中等程度的成功(DsD50-UsD50 = 15.4 mm; p u3c 0.001)。单独地,在接受调查的21个检查水坝中,有18个在DsD50和UsD50之间具有统计学上的显着差异(p≥0.05)。局部河道坡度的分水岭变量(r = 0.55),平均分水岭坡度(r = 0.46),分水岭面积(r = 0.59),与河床顶部的距离(r = 0.54),树冠覆盖率(r = 0.46),Qmed当与DsD50-UsD50值相关时(r = 0.46),总流功率(r = 0.58)和总流功率的变化(r = -0.45)被发现具有统计学意义(p u3c 0.05)。总流功率的变化用于将流段归类为侵蚀或沉积为主。比较时,位于侵蚀和以沉积为主的河段中的止水坝的DsD50-UsD50值在统计上是不同的(p u3c 0.05);在沉积为主的河段中主要发现性能较高的止水坝。这项研究的结果表明,空间分布的水流功率可以用作决定未来防洪坝位置的变量。特别是,如果止水坝位于以沉积为主的区域内(总流功率的负变化)和总流功率的变化减小的区域,则止流坝更有可能发挥作用。总的来说,这项研究的发现也支持在二阶流中定位止水坝。

著录项

  • 作者

    Herzfeld Zachary Andrew;

  • 作者单位
  • 年度 2017
  • 总页数
  • 原文格式 PDF
  • 正文语种
  • 中图分类

相似文献

  • 外文文献
  • 中文文献
  • 专利

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