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    黄土丘陵沟壑区切沟形态特征对放水流量的响应

    Responses of gully morphological characteristics to flow discharge in the loess hilly-gully region

    • 摘要: 切沟侵蚀是黄土丘陵沟壑区的主要泥沙来源。系统研究不同放水流量条件下的切沟形态特征,对于理解切沟侵蚀机理、构建和完善切沟侵蚀预报模型,以及制定水土保持措施和政策具有重要意义。在黄土丘陵沟壑区选取典型坡面开展野外原位冲刷试验,设计5个放水流量水平(0.25、0.50、0.75、1.00和1.50 L/s),利用运动恢复结构(structure from motion,SfM)摄影测量法测量不同放水流量条件下的切沟形态,分析各形态参数与流量的定量关系。结果表明:1)切沟形态趋于稳定所需冲刷时长为69~168 min,且该时长随放水流量总体缩短; 2)切沟整体形状因放水流量而异,当流量≤ 0.50 L/s时,小区上坡发育的多条支沟在下坡合并形成1或2条切沟;当流量≥ 0.75 L/s时,切沟呈简单、连贯的长条状;3)不同流量处理发育的切沟平均表面宽度为0.16~0.29 m,面积为1.30~2.49 m2,均随流量呈幂函数增大,幂指数分别为0.406和0.416;切沟周长−面积比为8.42~26.22,随流量呈对数函数减小。研究结果可为当地的切沟侵蚀预报和水土流失综合治理提供参考。

       

      Abstract:
      Background Gully erosion is the primary sediment source in the loess hilly-gully region of China. It is essential to systematically examine the gully morphological characteristics under different flow discharge conditions, which hold important implications for the understanding of gully erosion mechanisms, the establishment and improvement of gully erosion prediction models, as well as the development of soil and water conservation practices and policies.
      Methods In the current study, a total of 10 fallow experimental plots with a length of 8 m, a width of 0.7 m, and a slope gradient of 25º, were constructed on typical slopes in the loess hilly-gully region. A field-scouring experiment was carried out in situ, at five different discharge rates of 0.25, 0.50, 0.75, 1.00 and 1.50 L/s. When the gully developed in each plot achieved its equilibrium or stable status, the scouring experiment was terminated and the structure from motion (SfM) photogrammetry was applied to measure the soil surface, and to derive the gully DEM and digital orthophoto map (DOM). Ten morphological parameters of each gully, i.e., length, maximum and mean surface width, maximum and mean depth, perimeter, area, volume, width-depth ratio and perimeter-area ratio were extracted, and their quantitative relationships with the flow discharge rate were analyzed.
      Results 1) The scouring period required for each gully to achieve its equilibrium or stable status ranged from 69 to 168 min. With the increase of the discharge rate, in addition, this scouring period decreased in general. 2) The overall shape of each gully varied with the discharge rate. When the rate was 0.50 L/s or lower, several branches developed on the upper portion of the experimental plot merged into one or two main gullies downslope. Whereas at the discharge rate equal to or exceeding 0.75 L/s, a connected stripe-like gully through the plot was resulted. 3) Applying different flow discharges, the gully mean surface width ranged from 0.16 to 0.29 m, and the gully area from 1.30 to 2.49 m2, both of which increased with the discharge rate significantly. The corresponding relationships of the gully mean surface width and area with the discharge rate, moreover, were both best fitted with the power functions, and the power exponents were 0.406 and 0.416, respectively. In contrast, the gully perimeter-area ratio, i.e., falling between 8.42 and 26.22, decreased logarithmically with the discharge rate significantly.
      Conclusions These finding can provide valuable reference for the gully erosion prediction and the comprehensive control of soil and water loss in the loess hilly-gully region, as well as in other similar regions.

       

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