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    冀西北间山盆地区切沟体积估算模型

    Estimation model for gully volume in the basin of Northwest Hebei mountains

    • 摘要: 切沟体积是表征切沟侵蚀量、输水输沙能力的重要参数。笔者以冀西北山盆地区典型流域切沟为研究对象,使用Riegl三维激光扫描仪获取切沟点云数据,构建高分辨率DEM,提取切沟形态参数,分析切沟断面特征,构建并验证适宜的切沟体积估算模型。结果表明:1)切沟间的发育不均衡,不同切沟沟长、面积和体积相差较大,但同一参数在各个断面位置的参数值差别较小;2)面积、沟长和沟深与体积呈显著的正相关,相关系数较高,分别为0.949、0.870和0.814;3)基于V-L关系、V-A关系和VAD)关系建立对应的线性回归方程,其决定系数R2分别为0.770 6、0.915 9和0.974 8,模型验证结果显示,VAD)关系模型V=0.046 53A1.499+24.08D1.916-44.26在预测冀西北山盆地区切沟体积上更有优势。研究结果可为大空间尺度切沟侵蚀定量模拟及制图提供理论和技术支持,为水土保持工程提供科学理论依据。

       

      Abstract:
      Background Gully erosion is an important environmental hazard in the basin of Northwest Hebei mountains, which produces a tremendous amount of sediment-inducing siltation of downstream reservoirs and causes some flooding and pollution. Therefore, the prevention and control of gully erosion have become the top priority of soil and water conservation in recent years. Moreover, the erosion prone gully area and control gully erosion can be determined by modeling and mapping the gully erosion over a large scale, and the estimation model of the gully volume is the basic issue in the research of gully erosion. However, little research on modeling gully volume in this area has been published. The objective of this study is to develop a model to assess the gully volume using the morphological parameters of gullies.
      Methods In order to measure the morphological parameters of 17 gullies located at Yangyuan county, Hebei province, a 3-D laser scanner (Rigel) was used to obtain the point cloud data, and then the digital elevation model (DEM) with the pixel size of 0.15 m×0.15 m was created based on Delaunay triangulate irregular network (TIN) using ArcGIS 10.3. The morphological parameters were extracted from DEM and finally the gully length (L, m), area (A, m2), top width (TW, m), bottom width (BW, m), depth (D, m), cross-sectional area (CSA, m2) and volume (V, m3) were calculated.
      Results 1) The development of gullies were imbalance in this study area. The lengths, areas and volumes of gullies varied greatly, however the parameter values of the same parameter at each section just had little difference. 2) The Pearson correlation analysis showed that there was significant positive relationship between V and L, A and D, and the Pearson's correlation coefficient were 0.949, 0.870 and 0.814, respectively, indicating that L, A and D can be used to estimate the gully erosion amount at the large spatial scale. 3) There was power function relationship between V and L and A, and the determination coefficients of the regression equation were 0.770 6 and 0.915 9, respectively. Furthermore, the RMSE and MAE between the measured and predicted gully volumes suggested that the V=0.046 53A1.499+24.08D1.916-44.26(R2=0.974 8) was more preferred for predicting the volume of a gully, compared with the V-L and V-A relation.
      Conclusions Above results V(A, D) relationship can be used to assess the gully volume in the basin of Northwest Hebei mountains. The results of this study may provide a method and basis for assessing the gully volume over a large scale, and will be greatly helpful to assess the soil and water conservation.

       

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