7·26暴雨下不同土地利用坡面浅沟沟槽发育特征及体积估算

    Development characteristics and volume estimation of ephemeral gully groove for different land use slopes undergoing "7·26" torrential rain

    • 摘要: 为明确黄土高原"7·26"特大暴雨下不同土地利用坡面浅沟沟槽形态发育特征,该文以黄土高原沟壑区岔巴沟流域为研究对象,采用实地的方法,研究休闲地、农地和撂荒地坡面浅沟沟槽侵蚀形态特征和沟槽体积估算。结果表明:1)休闲地、农地和撂荒地浅沟沟槽发育宽度集中分布在30~70 cm、深度集中分布在20~60 cm、断面面积集中分布在0.05~0.25 m2;沟槽平均宽度分别为46.46、47.41和43.11 cm,深度为47.11、36.06和41.47 cm,断面面积为0.23、0.17和0.19 m2,其中,休闲地坡面沟槽深度和断面面积均显著高于农地(P<0.05)。2)休闲地和农地的宽深比均为浅沟上坡段>下坡段>中坡段,而撂荒地为下坡段>上坡段>中坡段;三者宽深比均大于1且农地平均宽深比显著高于休闲地和撂荒地(P<0.05),即3种土地利用坡面沟槽的横向侵蚀速率高于沟底下切速率。3)休闲地、农地和撂荒地坡面浅沟沟槽平均侵蚀体积分别为5.9、3.26和4.5 m3,其中,休闲地地侵蚀体积显著大于农地(P<0.05)。4)3种土地利用坡面浅沟沟槽侵蚀体积可分别采用浅沟长度的线性函数、幂函数和指数函数进行估算。

       

      Abstract: To clarify the morphological development characteristics of the ephemeral gully groove of different land use types under the "7·26" torrential rain on the Loess Plateau, and we took Chabagou watershed as the study area, which was a typical and representative region suffering from this extreme rain. The field investigation method was applied to study the morphological characteristics and erosion volume estimation of the ephemeral gully groove of three land uses (fallow land, farmland and abandoned land). A total of twelve typical small catchments in Chabagou watershed were selected to investigate the development characteristics of ephemeral gullies. The length of the ephemeral gully groove was measured with a laser rangefinder and a 50 m length tape. According to the length of the ephemeral gully, the cross-section was determined to measure the width of the top, the width of the bottom and the depth of the shallow trench with the steel tape, and the gradient of the slope was measured with the slope meter. The cross-section parameters (i.e. width and depth) of the ephemeral gully groove of all measured cross-sections were averaged as the values of the width and depth of each ephemeral gully groove, and the erosion volume of the ephemeral gully groove was the sum of the volume of all measuring sections. The results showed that: 1) the concentrated distribution range of width, depth and cross-section area of ephemeral gully in fallow land, farmland and abandoned land were 30-70 cm, 20-60 cm and 0.05-0.25 m2, respectively. On average, the width of ephemeral gully groove of fallow land, farmland and abandoned land were 46.46, 47.41 and 43.11 cm, respectively; the depths were 47.11 cm, 36.06 cm and 41.47 cm, respectively; the sectional areas were 0.23, 0.17 and 0.19 m2, respectively. Furthermore, the ephemeral gully groove depth and sectional area of fallow land were significantly higher than those of farmland (P<0.05). 2) The up-section of ephemeral gully groove of fallow land and farmland had the largest width-depth ratio, followed by down-section and middle-section, while for the abandoned land, the width-depth ratio followed the order of down-section > up-section > middle-section. The width-depth ratio for these three land types were all more than 1, which implied that the lateral erosion rate of the ephemeral gully groove was higher than the vertical incision rate. The ANOVA showed that the average width-depth ratio of the farmland was significantly higher than those of the fallow land and the abandoned land (P<0.05).3) The average erosion volumes of ephemeral gully of fallow land, farmland and abandoned land were 5.9, 3.26 and 4.5 m3, respectively, and the erosion volumes of fallow land and abandoned land are significantly higher than that of farmland (P<0.05). 4) The erosion volume of the ephemeral gully groove for the three land use types could be estimated utilizing the linear function, power function and exponential function of the ephemeral gully length. The results can provide scientific references for the prevention and control of ephemeral gully groove erosion under extreme rainstorm events.

       

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