Erosion rates and sediment budgets in vineyards at 1-m resolution based on stock unearthing (Burgundy, France)   总被引：1，自引：0，他引：1  

Jrme Brenot  Amlie Quiquerez  Christophe Petit  Jean-Pierre Garcia 《Geomorphology》2008,100(3-4):345-355

A new and simple method is developed to efficiently quantify erosion and deposition rates based on stock unearthing measurements. This is applicable to spatial scales ranging from plot to hillslopes, and to time scales ranging from single hydrologic events to centennial scales. The method is applied to a plot area on vineyard hillslopes in Burgundy (Monthélie, France), with measurement of 4328 vine plants. A sediment budget established at the plot scale shows a mean soil lowering of 3.44 ± 1 cm over 20 years, involving a minimal erosion rate of 1.7 ± 0.5 mm yr^− 1. Locally, erosion rates can reach up to 8.2 ± 0.5 mm yr^− 1.This approach allows the sediment redistribution to be mapped and analyzed at 1-m resolution. It provides novel insights into the characterization of erosion patterns on pluri-decennial scales and into the analysis of spatial distribution of erosion processes on cultivated hillslopes.  相似文献   

Grain size and transport characteristics of non-uniform sand in aeolian saltation   总被引：1，自引：0，他引：1  

Z.S. Li  D.J. Feng  S.L. Wu  A.G.L. Borthwick  J.R. Ni   《Geomorphology》2008,100(3-4):484-493

Size frequency distributions of sediment particles in a wind tunnel containing a bed of non-uniform sand are investigated by re-interpreting existing experimental data using particle-size analysis. Each particle sample is classified into one of eight groups according to its size grading. The analysis reveals that the modal shape of the particle-size frequency distributions of the saltating sand at different elevations or longitudinal distances is similar to that of the mixed sand in the bed once the boundary layer is fully developed. The standard deviation of the grain-size frequency distribution increases with increasing elevation above the bed then stays constant, whereas its skewness decreases. The mean grain size decays exponentially with elevation. The aeolian sand mass flux is determined for each size grading at different vertical and horizontal measurement locations. The vertical profile of aeolian horizontal mass flux depends on the size grading. The distribution of the sand transport rate according to the mean grain size in each grading fits the normal distribution. A parameter w_i is defined to reflect the likelihood of saltation for sand particles of the i-th size grading, and the mean sand size corresponding to the maximum value of w_i is found to be 0.2 mm. In addition, wind velocity strongly influences the magnitudes of the particle-size distribution and the sand mass flux distribution in both vertical and longitudinal directions.  相似文献   

古海蚀与相似地形的区别：形态与成因——以广东黄圃海蚀遗迹为例     

王为  曾昭璇  吴正  黄山 《地理科学》2008,28(3)

对比黄圃镇海蚀遗迹与其它非海蚀成因相似地形,得出其形态特征差异:海蚀槽穴同时切过软硬相间的岩石,仅出现在某一水平面;片流和风化作用形成的凹槽与结构面或岩层完全平行而且连续延伸,出现在整个山坡面上,凹槽前无平台;河流侧蚀作用在同一水平面上,不能同时形成凹槽和平台;河流溶蚀作用也是水平的,在石灰岩河岸侧壁形成凹槽,槽上有突出屋檐,无平台;波浪作用不强的石灰岩海岸也可形成凹槽和突出屋檐,但无海蚀平台;只有波浪作用才能同时形成(海蚀)平台和(海蚀)凹穴.  相似文献   

Geochemical Characteristics of Soil C,N, P,and Their Stoichiometrical Significance in the Coastal Wetlands of Laizhou Bay,Bohai Sea   总被引：1，自引：0，他引：1       下载免费PDF全文

Lei Cao  Jinming Song  Xuegang Li  Huamao Yuan  Ning Li  Liqin Duan  Qidong Wang 《洁净——土壤、空气、水》2015,43(2):260-270

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Temperature Sensitivity and Soil Organic Carbon Pools Decomposition under Different Moisture Regimes: Effect on Total Microbial and Enzymatic Activity          下载免费PDF全文

Waseem Hassan  Rizwana Bano  Bashir Ullah Khatak  Imtiaz Hussain  Mohummad Yousaf  Julie David 《洁净——土壤、空气、水》2015,43(3):391-398

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Spatial Variability of Soil Parameters of the van Genuchten Model at a Regional Scale   总被引：1，自引：0，他引：1       下载免费PDF全文

Yunqiang Wang  Ming'an Shao  Xiangwei Han  Zhipeng Liu 《洁净——土壤、空气、水》2015,43(2):271-278

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Nitrogen Uptake and Use Efficiency of Invasive Spartina alterniflora and Native Phragmites australis: Effect of Nitrogen Supply          下载免费PDF全文

Hua Qing  Ying Cai  Yan Xiao  Yihan Yao  Shuqing An 《洁净——土壤、空气、水》2015,43(2):305-311

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Interaction between Microbes DNA and Atrazine in Black Soil Analyzed by Spectroscopy          下载免费PDF全文

Ying Zhang  Huosheng Guo  Dongfang Meng  Yang Wang  Po‐keung Wong 《洁净——土壤、空气、水》2015,43(6):867-871

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黄河源区玛多县沙漠化成因与发展过程     

姚正毅  李晓英  董治宝 《冰川冻土》2015,37(5):1245-1256

通过分析黄河源区玛多县沙漠化的成因和过程,结果表明,玛多县沙漠化成因类型有三种,分别为固定沙丘/古沙丘活化、滑塌陡坎及风蚀斑块,其形成都与多年冻土退化相关.在固定沙丘或古沙丘分布区,冻土退化导致热融沉陷,形成沉陷坑,沉陷坑边缘形成拉裂缝或陡坎,使下伏松散沙露出.在斜坡上,冻土退化形成滑塌陡坎,使底层土壤从侧面暴露.在平坦的冲积平原,差异性冻胀和融沉导致草皮拉裂,形成积水坑洼,冻土退化导致土壤变干,土壤的底层暴露.下伏风成沉积物暴露后,遭受风蚀,形成侧向凹槽,致使上部土体坍塌,使更多的风成沉积物暴露,这些过程的不断重复,使风蚀坑、陡坎、风蚀斑块扩大相连,最终形成流动沙丘、风蚀劣地、戈壁等地貌.  相似文献   

Pipe–soil interaction and pipeline performance under strike–slip fault movements     

《Soil Dynamics and Earthquake Engineering》2015

The performance of pipelines subjected to permanent strike–slip fault movement is investigated by combining detailed numerical simulations and closed-form solutions. First a closed-form solution for the force–displacement relationship of a buried pipeline subjected to tension is presented for pipelines of finite and infinite lengths. Subsequently the solution is used in the form of nonlinear springs at the two ends of the pipeline in a refined finite element model, allowing an efficient nonlinear analysis of the pipe–soil system at large strike–slip fault movements. The analysis accounts for large strains, inelastic material behavior of the pipeline and the surrounding soil, as well as contact and friction conditions on the soil–pipe interface. The numerical models consider infinite and finite length of the pipeline corresponding to various angles β between the pipeline axis and the normal to the fault plane. Using the proposed closed-form nonlinear force–displacement relationship for buried pipelines of finite and infinite length, axial strains are in excellent agreement with results obtained from detailed finite element models that employ beam elements and distributed springs along the pipeline length. Appropriate performance criteria of the steel pipeline are adopted and monitored throughout the analysis. It is shown that the end conditions of the pipeline have a significant influence on pipeline performance. For a strike–slip fault normal to the pipeline axis, local buckling occurs at relatively small fault displacements. As the angle between the fault normal and the pipeline axis increases, local buckling can be avoided due to longitudinal stretching, but the pipeline may fail due to excessive axial tensile strains or cross sectional flattening. Finally a simplified analytical model introduced elsewhere, is enhanced to account for end effects and illustrates the formation of local buckling for relative small values of crossing angle.  相似文献