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土壤水力侵蚀能量力学机理的理论分析 被引量:5
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作者 许五弟 袁勘省 杨瑾 《西北大学学报(自然科学版)》 CAS CSCD 北大核心 2001年第2期175-178,共4页
根据力学和物质与能量原理 ,对土壤水力侵蚀这一自然地理现象从哲学的高度进行分析 ,认为水动力作用是土壤水力侵蚀的根本原因 ;物质与能量守恒是土壤水力侵蚀的基本法则 ;侵蚀与沉积并存是土壤水力侵蚀的普遍规律。提出基于能量力学机... 根据力学和物质与能量原理 ,对土壤水力侵蚀这一自然地理现象从哲学的高度进行分析 ,认为水动力作用是土壤水力侵蚀的根本原因 ;物质与能量守恒是土壤水力侵蚀的基本法则 ;侵蚀与沉积并存是土壤水力侵蚀的普遍规律。提出基于能量力学机理的 3个土壤水力侵蚀的新理论 ,即侵蚀平衡理论、最大梯度理论和水流侵蚀力理论。指出按这种思想建立的数学模型能揭示土壤水力侵蚀的规律 。 展开更多
关键词 土壤水侵蚀 水动作用 能量学机理 物质守恒 能量守恒 侵蚀平衡理论 水流侵蚀力理论
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Analysis on Status and Development Trend of Wind Erosion in Black Earth Region of Northeast China 被引量:2
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作者 刘铁军 珊丹 +2 位作者 郭建英 高天明 赵显波 《Agricultural Science & Technology》 CAS 2011年第12期1925-1928,共4页
In this paper,areas and main factors of wind erosion in black earth region of Northeast China were systematically analyzed,as well as the development trend of wind erosion in black earth region of Northeast China.In a... In this paper,areas and main factors of wind erosion in black earth region of Northeast China were systematically analyzed,as well as the development trend of wind erosion in black earth region of Northeast China.In addition,development trend of wind erosion in black earth region of Northeast China was analyzed from the aspects of the geographic position,climatic change law in recent 40 years and effects of northeast sand land desertification on wind erosion in black earth region,which had provided references for the research and prevention of wind erosion in soil of black earth region of Northeast China. 展开更多
关键词 Black earth region of Northeast China Wind erosion Water loss and soil erosion Wind erosion factors
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油气管道洪水灾害评价与应用研究
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作者 吴夏 葛艾天 +1 位作者 叶光 胡琨 《电子测试》 2015年第12期138-141,共4页
分析影响穿越河流油气管道安全运行的风险因素,利用管道外部承载环境的各个因子信息,结合沿线山洪模拟以及模糊参数风险评价方法及油气管道实际工程条件,确定油气管道的洪水综合风险分区、对应的风险等级及风险特征,最终确定油气管道沿... 分析影响穿越河流油气管道安全运行的风险因素,利用管道外部承载环境的各个因子信息,结合沿线山洪模拟以及模糊参数风险评价方法及油气管道实际工程条件,确定油气管道的洪水综合风险分区、对应的风险等级及风险特征,最终确定油气管道沿线的重点洪水风险段,为管道运行安全防护措施的制定和实施提供评价和预报方法。本文以陕京三线输气管道山西临县段为例,提出了油气管道洪水灾害风险的原理,给出了管道洪水风险的静态评价和动态预报两套方法,从油气管道安全运行管理的角度出发,对油气管道沿线的洪水多发地区进行洪水灾害风险评价和预报,为油气管道的科学管理及安全运行提供客观和直接依据。 展开更多
关键词 管道穿河点 数字流域模型 洪水灾害评价 水流侵蚀力 模糊综合评判
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Effect of clay content to the strength of gravel soil in the source region of debris flow 被引量:1
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作者 CHEN Ning-sheng GAO Yan-chao +1 位作者 Yang Cheng-lin HU Gui-sheng 《Journal of Mountain Science》 SCIE CSCD 2018年第10期2320-2334,共15页
The production of runoff in the source area of a debris flow is the consequence of a reduction in soil strength. Gravel soil is widely distributed in the source region, and the influence of its clay content on soil st... The production of runoff in the source area of a debris flow is the consequence of a reduction in soil strength. Gravel soil is widely distributed in the source region, and the influence of its clay content on soil strength is one of the important questions regarding the formation mechanism of debris flows. In this paper, the clay content in gravel soil is divided into groups of low clay content(1%, 2, 5%), moderate clay content(3.75%, 5.00%, 6.25%, 7.5%) and high clay content(10.0%, 12.5%, 15%). Tests of the unconsolidated undrained shear strength and consolidated drained shear strength were performed. The unconsolidated undrained shearing(UU) experiment simulates the rapid shear failure of loose gravel soil under the conditions of brief heavy rainfall. The consolidated drained shearing(CD) experiment simulates creep failure of consolidated sediment during extended rainfall. The pore water pressure first increased and then decreased as the clay content increased, and the increase in pore pressure was relatively high in the gravel soil sample when the clay content is in the range of 3.25-7.50%, and stress in the gravel soil is relatively low for a moderate clay content. Gravelly soils with a moderate clay content are moreprone to debris-flow initiation. This paper presents a mathematical formula for the maximum shear stress and clay content of gravel soil under two conditions. The key processes whereby the soil fails and triggers a debris flow—volume contraction of soil, expansion of clay soil, and rise of pore pressure―cause reductions in the soil friction force and enhancement of the water content in the clay particles, and subsurface erosion of soil reduces the soil viscosity, which eventually reduces the soil strength so that the soil loses its stability, liquefies and generates a debris flow. 展开更多
关键词 Debris flows Gravel soil Clay content Maximum shear stress Pore water pressure
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Effects of Shrub on Runoff and Soil Loss at Loess Slopes Under Simulated Rainfall 被引量:5
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作者 XIAO Peiqing YAO Wenyi +3 位作者 SHEN Zhenzhou YANG Chunxia LYU Xizhi JIAO Peng 《Chinese Geographical Science》 SCIE CSCD 2017年第4期589-599,共11页
Improved understanding of the effect of shrub cover on soil erosion process will provide valuable information for soil and water conservation programs.Laboratory rainfall simulations were conducted to determine the ef... Improved understanding of the effect of shrub cover on soil erosion process will provide valuable information for soil and water conservation programs.Laboratory rainfall simulations were conducted to determine the effects of shrubs on runoff and soil erosion and to ascertain the relationship between the rate of soil loss and the runoff hydrodynamic characteristics.In these simulations a 20° slope was subjected to rainfall intensities of 45,87,and 127 mm/h.The average runoff rates ranged from 0.51 to 1.26 mm/min for bare soil plots and 0.15 to 0.96 mm/min for shrub plots.Average soil loss rates varied from 44.19 to 114.61 g/(min·m^2) for bare soil plots and from 5.61 to 84.58 g/(min·m^2) for shrub plots.There was a positive correlation between runoff and soil loss for the bare soil plots,and soil loss increased with increased runoff for shrub plots only when rainfall intensity is 127 mm/h.Runoff and soil erosion processes were strongly influenced by soil surface conditions because of the formation of erosion pits and rills.The unit stream power was the optimal hydrodynamic parameter to characterize the soil erosion mechanisms.The soil loss rate increased linearly with the unit stream power on both shrub and bare soil plots.Critical unit stream power values were 0.004 m/s for bare soil plots and 0.017 m/s for shrub plots. 展开更多
关键词 runoff soil loss shrub bare soil rainfall intensity loess slope
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