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黑垆土坡面细沟形态演变规律试验研究
引用本文:赵新凯,龚家国,任政,王丹阳,赵勇,杨苗.黑垆土坡面细沟形态演变规律试验研究[J].水利水电技术,2020,51(2):205-212.
作者姓名:赵新凯  龚家国  任政  王丹阳  赵勇  杨苗
作者单位:中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;河北工程大学水利水电学院,河北邯郸056038;中国水利水电科学研究院流域水循环模拟与调控国家重点实验室,北京 100038;河北工程大学水利水电学院,河北邯郸056038;河海大学水文水资源学院,南京210098
基金项目:国家自然科学基金青年基金项目(51209222); 流域水循环模拟与调控国家重点实验室青年探索项目(2015TS01); 流域水循环模拟与调控国家重点实验室团队重点项目(2015ZY01)
摘    要:为探究黒垆土坡面细沟形态变化规律,运用三维激光扫描技术和人工模拟降雨方法,以黑垆土为对象,选取60 mm/h雨强对面积为15 m~2的20°坡面进行历时均为1 h的三场模拟降雨试验,分析了黑垆土坡面细沟发育过程。结果表明:(1)前两次降雨坡面以断续细沟为主,侵蚀方式主要为溯源侵蚀,第二场降雨结束时,细沟累积长度、平均宽度、平均深度分别为38.17 m、0.19 m、0.10 m,坡面细沟总面积占试验土槽面积的19.8%;第3次降雨坡面以连续细沟为主,细沟溯源侵蚀作用减弱,细沟沟壁崩塌和沟底下切增强,细沟累积长度减少5.66%,细沟平均宽度、平均深度、总面积分别增加了26.32%、60%、24.24%。(2)细沟平均宽度、平均深度、等高线偏离度沿斜坡长呈先增后减再增的波动现象,随着降雨场次的增加,细沟形态参数在沿坡长4~6 m处的最大值出现上移。径流能量的消长对坡面细沟形态演变规律具有明显影响。(3)细沟宽度和细沟深度在前两场降雨随距细沟沟头长度的增加呈先增后减趋势,在第三场降雨呈先增后减再增的趋势。细沟深度随细沟宽度的增加而增加,在当细沟深度到达犁底层后,细沟深度增加变缓,细沟宽度增加变快。

关 键 词:模拟降雨  细沟形态参数  黑垆土  水土流失  坡面冲蚀  土壤侵蚀
收稿时间:2018-09-29

Experimental study on morphological evolution of rills on dark loessial soil slope
ZHAO Xinkai,GONG Jiaguo,REN Zheng,WANG Danyang,ZHAO Yong,YANG Miao.Experimental study on morphological evolution of rills on dark loessial soil slope[J].Water Resources and Hydropower Engineering,2020,51(2):205-212.
Authors:ZHAO Xinkai  GONG Jiaguo  REN Zheng  WANG Danyang  ZHAO Yong  YANG Miao
Institution:1. State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin,China Institute of Water Resources and Hydropower Research,Beijing 100038,China; 2. College of Water Resources and Hydropower,Hebei University of Engineering,Handan 056038,Hebei,China; 3. College Of Water Resources and Hydrological, Hohai University,Nanjing 210098,China
Abstract:In order to investigate the morphological changes of rills on the slope of dark loessial soil. Using three-dimensional laser scanning technology and artificial simulated rainfall method,the black soil was used as the object,and the 60 mm/ h rain intensity was selected for the 20° slope with an area of 15 m2 for three simulated rainfall experiments with a duration of 1 h. The results show: ( 1) The first two rainfall slopes are dominated by intermittent rills,and the erosion mode is mainly traceable erosion. At the end of the second field,the cumulative length,average width and average depth of the rills were 38. 17 m,0. 19 m and 0. 10 m,respectively,and the total area of the rills on the slopes accounted for 19. 8% of the test soil trough area; The third rainfall slope is dominated by continuous rills. The erosive traceability of the rills is weakened,and the rill wall collapses and the bottom cuts are enhanced. The cumulative length of the fine groove decreased by 5. 66%,and the average width,average depth and total area of the fine groove increased by 26. 32%,60% and 24. 24%,respectively. ( 2) The mean width,average depth,and contour deviation of the rill are increased first,then decreased,and then increased along the slope length. With the increase of rainfall events,the rill morphology parameters move up at the maximum along the slope length of 4 ~ 6 m. The growth and decline of runoff energy has a significant impact on the morphological evolution of rills on slopes. ( 3) The width of the rill and the depth of the rill increased first and then decreased with the increase of the length of the gully head in the first two fields. In the third period,the rainfall increased first,then decreased and then increased. The depth of the fine groove increases with the increase of the width of the fine groove. When the depth of the fine groove reaches the bottom of the plow,the depth of the fine groove increases and the width of the fine groove increases rapidly.
Keywords:artificial rainfall  rill shape parameter  dark loessial soil  soil and water loss  slope erosion  soil erosion  
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