| 实验地貌的动态观测装置 |
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| 引用本文： | 赵超,徐向舟,徐飞龙,王书芳.实验地貌的动态观测装置[J].中国水土保持科学,2012,10(1):65-69. |
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| 作者姓名： | 赵超 徐向舟 徐飞龙 王书芳 |
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| 作者单位： | 1. 大连理工大学水利工程学院,116024,辽宁大连;贵州乌江水电开发有限责任公司构皮滩电站建设公司,564408,贵州余庆
2. 大连理工大学水利工程学院,116024,辽宁大连 |
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| 基金项目： | 中国水利水电科学研究院开放研究基金项目“黄土沟坡崩塌过程模型试验研究”（IWHR02009009）; 国家自然科学基金项目“黄土沟坡重力侵蚀过程试验模拟研究”（51079016）; 水沙科学与水利水电工程国家重点实验室开放课题“黄土高原沟坡侵蚀机理与调控效应的模拟研究”（sklhse-2008-B-01） |
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| 摘 要： | 实验地貌的动态观测对于研究沟坡的侵蚀过程和发生机制具有重要意义.在介绍实验地貌动态观测装置——MX - 2010 -G型地貌仪的基础上,采用传统钢尺+水准仪观测方法以及地貌仪测量方法,测量同一坡体的体积,以率定地貌仪的观测精度.结果表明:对于5组不同坡度、体积约为2.4万cm3的沟坡模型,地貌仪测量的体积相对误差可以控制在±10％以内,其中绝对值最大相对误差为9.0％,绝对值最小误差为-0.4％；对于120 cm×140 cm范围内的坡面,10个检查点空间坐标在x、y、z 3个方向上的均方误差平均值分别为0.99、0.84和0.42 cm；在6个断面测点系列高程值线性回归分析中,回归系数6与相关系数R2值均接近于1.结果表明,该地貌仪能够对沟坡微地貌的变化过程进行精确的观测.
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| 关 键 词： | 地貌 地貌仪 率定 动态观测 |
A device to measure dynamic process of slope erosion |
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| Zhao Chao
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Xu Xiangzhou
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Xu Feilong
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Wang Shufang.A device to measure dynamic process of slope erosion[J].Science of Soil and Water Conservation,2012,10(1):65-69. |
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| Authors: | Zhao Chao Xu Xiangzhou Xu Feilong Wang Shufang |
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| Institution: | 1.School of Hydraulic Engineering,Dalian University of Technology,116024,Dalian,Liaoning; 2.Wujiang Company of Goupitan Power Construction Corporation,564408,Yuqing,Guizhou：China) |
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| Abstract: | Dynamic observation of experimental topography is important for research of erosion process and mechanism.This study presents a device,MX-2010-G topography meter,to measure the dynamic erosion processes,and compares the results on the same slope observed by the device and other conventional meters,respectively.A series of detailed tests on the observing performance of the device were operated.For the landform model with volume of 24 000 cm3 and different slope gradients,the relative errors of observed volume can be controlled within ±10%,of which the maximum absolute error is 9.0%,and the minimum absolute error is-0.4%.In the range of 120 cm×140 cm,the coordinate errors of ten selected points for x,y,and z axis are 0.99,0.84 and 0.42 cm,respectively.In the linear regression analysis for elevations of the selected points in the 6 sections,both of the regression coefficient b and relevant coefficient R2 are close to 1.As a conclusion,the MX-2010-G topography meter may be used for precise measurement on the gully wall. |
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| Keywords: | topography MX-2010-G topography meter calibration dynamic observation |
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