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71.
ABSTRACTThe size and spatial distribution of loess slides are important for estimating the yield of eroded materials and determining the landslide risk. While previous studies have investigated landslide size distributions, the spatial distribution pattern of landslides at different spatial scales is poorly understood. The results indicate that the loess slide distribution exhibits a power-law scaling across a range of the size distribution. The mean landslide size and size distribution in the different geomorphic types are different. The double Pareto and inverse gamma functions can coincide well with the empirical probability distribution of the loess slide areas and can quantitatively reveal the rollover location, maximum probability, and scaling exponents. The frequency of loess slides increases with mean monthly precipitation. Moreover, point distance analysis showed that > 80% of landslides are located < 3 km from other loess slides. We found that the loess slides at the two study sites (Zhidan and Luochuan County) in northern Shaanxi Province, China show a significant clustered distribution. Furthermore, analysis results of the correlated fractal dimension show that the landslides exhibit a dispersed distribution at smaller spatial scales and a clustered distribution at larger spatial scales. 相似文献
72.
An analytical study on three‐dimensional versus two‐dimensional water table‐induced flow patterns in a Tóthian basin
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Jun‐Zhi Wang Xiao‐Wei Jiang Zhi‐Yuan Zhang Li Wan Xu‐Sheng Wang Hailong Li 《水文研究》2017,31(22):4006-4018
Although it has been increasingly acknowledged that groundwater flow pattern is complicated in the three‐dimensional (3‐D) domain, two‐dimensional (2‐D) water table‐induced flow models are still widely used to delineate basin‐scale groundwater circulation. However, the validity of 2‐D cross‐sectional flow field induced by water table has been seldom examined. Here, we derive the analytical solution of 3‐D water table‐induced hydraulic head in a Tóthian basin and then examine the validity of 2‐D cross‐sectional models by comparing the flow fields of selected cross sections calculated by the 2‐D cross‐sectional model with those by the 3‐D model, which represents the “true” cases. For cross sections in the recharge or discharge area of the 3‐D basin, even if head difference is not significant, the 2‐D cross‐sectional models result in flow patterns absolutely different from the true ones. For the cross section following the principal direction of groundwater flow, although 2‐D cross‐sectional models would overestimate the penetrating depth of local flow systems and underestimate the recharge/discharge flux, the flow pattern from the cross‐sectional model is similar to the true one and could be close enough to the true one by adjusting the decay exponent and anisotropy ratio of permeability. Consequently, to determine whether a 2‐D cross‐sectional model is applicable, a comparison of hydraulic head difference between 2‐D and 3‐D solutions is not enough. Instead, the similarity of flow pattern should be considered to determine whether a cross‐sectional model is applicable. This study improves understanding of groundwater flow induced by more natural water table undulations in the 3‐D domain and the limitations of 2‐D models accounting for cross‐sectional water table undulation only. 相似文献
73.
Spatial heterogeneity is ubiquitous in nature, which may significantly affect the soil hydraulic property curves. The models of a closed‐form functional relationship of soil hydraulic property curves (e.g. VG model or exponential model) are valid at point or local scale based on a point‐scale hydrological process, but how do scale effects of heterogeneity have an influence on the parameters of these models when the models are used in a larger scale process? This paper uses a two‐dimensional variably saturated flow and solute transport finite element model (VSAFT2) to simulate variations of pressure and moisture content in the soil flume under a constant head boundary condition. By changing different numerical simulation block sizes, a quantitative evaluation of parameter variations in the VG model, resulting from the scale effects, is presented. Results show that the parameters of soil hydraulic properties are independent of scale in homogeneous media. Parameters of α and n in homogeneous media, which are estimated by using the unsaturated hydraulic conductivity curve (UHC) or the soil water retention curve (WRC), are identical. Variations of local heterogeneities strongly affect the soil hydraulic properties, and the scale affects the results of the parameter estimations when numerical experiments are conducted. Furthermore, the discrepancy of each curve becomes considerable when moisture content becomes closer to a dry situation. Parameters estimated by UHC are totally different from the ones estimated by WRC. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
74.
75.
随着经济的高速发展,各个高炮作业点所在地的周边环境已经发生了很大变化,为了进一步提高人工影响天气作业的安全性,针对高炮作业特点提出了一套安全论证方法。推导了弹道计算的方法,在此基础上结合安全射界法和地理信息系统对作业安全性进行了更精确的评估,并给出实例说明。提出用危险系数的方法进行安全性评估,给出了具体的危险系数定义方法,通过评估系统的一次实际作业评估证明了危险系数进行安全性评估的可行性。以该方法进行安全性评估可有效保障人影作业的安全性,为人影作业提供重要的参考。 相似文献
76.
主要研究了原地栖息真菌Talaromyces flavus作用下不同粒径的蛇纹石矿物粉末的风化作用。蛇纹石矿物粉末被筛分为不同粒度的4组(150~300、100~150、75~100和45~75μm)后进行真菌溶蚀实验,并使用p H计、ICP-OES、FTIR、XRD、SEM对反应产物进行了分析。结果表明,真菌作用显著加快了蛇纹石矿物的溶蚀,当蛇纹石矿物粒度降低到100μm左右时,Mg的溶出率从21.56%明显增加到35.91%。该现象可能与矿物比表面积的增大以及生物物理作用的增强有关。在此基础上粒径进一步减小并未使Mg溶出率明显提高,因此该粒径可以作为真菌对蛇纹石溶解工业化应用的最优粒径。扫描电镜观察与矿物相分析表明,反应过程中真菌分化产生的菌丝与矿物紧密接触,破坏了矿物的晶体结构,导致矿物相的改变。该研究结果可为相关菌种在浸矿等工业领域上的应用提供参考依据。 相似文献
77.
桂东南新地-安平地区的辉长岩体主要沿着岑溪-梧州深大断裂带两侧分布,与早古生代地层或震旦纪地层呈侵入接触关系,并被白垩纪地层覆盖。岩相学研究表明,其主体岩性以角闪辉长岩和紫苏角闪辉长岩为主,还有少量的含长辉石岩、辉长闪长岩和辉绿(玢)岩。LA-MC-ICP-MS锆石U-Pb定年结果显示,角闪辉长岩的形成年龄为249.1±2.8 Ma(MSWD=0.44),相当于早三叠世。地球化学特征研究表明,这些辉长岩体具有较低MgO(2.13%~3.59%)和较高Fe_2O_3T(16.42%~33.53%)、P_2O_5(0.58%~1.18%)和TiO_2(1.52%~2.31%)的特征;岩体相对富集大离子亲石元素(LILE,如Ba、Rb和U),而Nb-Ta、Zr-Hf和Ti等高场强元素相对亏损,显示出与俯冲带有关的岛弧岩浆岩相似的地球化学特征,表明其可能形成于与俯冲-消减作用有关的活动大陆边缘(大陆弧)环境。结合区域地质特征分析认为,扬子板块和华夏板块结合带(称之为钦-杭结合带)西南段有古生代洋盆的存在,该洋盆一直延续至中三叠世的印支运动才最终闭合,本区广泛发育的大陆弧型辉长岩应为该洋盆发生俯冲-消减作用的地质记录。 相似文献
78.
Application research of enhanced in-situ micro-ecological remediation of petroleum contaminated soil
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ZHANG Sheng ZHANG Cui-yun HE Ze CHEN Li ZHANG Fa-wang YIN Mi-ying NING Zhuo SUN Zhen-hua ZHEN Shi-jun 《地下水科学与工程》2016,4(3):157-164
Experimental study of enhanced in-situ micro-ecological remediation of petroleum contaminated loess soil was carried out in Zhongyuan oil production areas, and the enhanced in-situ micro-ecological remediation technique includes optimistic in-situ microbial communities, physical chemistry methods, alfalfa planting and regulation of soil environmental elements. Experiments showed that the oil content in the contaminated soil with oil content about 2 898.25 mg/kg can be reduced about 98.61% after in-situ micro-ecological remediation for 99 days, which demonstrated the effectiveness of in-situ micro-ecological remediation methods for petroleum contaminated soil in central plains of China, and explored the practical and feasible application of these methods. 相似文献
79.
Adopting the quasi-three-dimensional (Quasi-3D) numerical method to optimize the anti-freeze design parameters of an underground pipeline usually involves heavy numerical calculations. Here, the fitting formulae between the safe conveyance distance (SCD) of a water pipeline and six influencing factors are established based on the lowest water temperature (LWT) along the pipeline axis direction. With reference to the current widely used anti-freeze design approaches for underground pipelines in seasonally frozen areas, this paper first analyzes the feasibility of applying the maximum frozen penetration (MFP) instead of the mean annual ground surface temperature (MAGST) and soil water content (SWC) to calculate the SCD. The results show that the SCD depends on the buried depth if the MFP is fixed and the variation of the MAGST and SWC combination does not significantly change the SCD. A comprehensive formula for the SCD is established based on the relationships between the SCD and several primary influencing factors and the interaction among them. This formula involves five easy-to-access parameters: the MFP, buried depth, pipeline diameter, flow velocity, and inlet water temperature. A comparison between the analytical method and the numerical results based on the Quasi-3D method indicates that the two methods are in good agreement overall. The analytic method can be used to optimize the anti-freeze design parameters of underground water pipelines in seasonally frozen areas under the condition of a 1.5 safety coefficient. 相似文献
80.
Wei-yue Li Chun Liu Yang Hong Xin-hua Zhang Zhan-ming Wan Manabendra Saharia Wei-wei Sun Dong-jing Yao Wen Chen Sheng Chen Xiu-qin Yang Yue Yue 《山地科学学报》2016,13(7):1275-1285
Landslide inventory plays an important role in recording landslide events and showing their temporal-spatial distribution. This paper describes the development, visualization, and analysis of a China's Landslide Inventory Database (CsLID) by utilizing Google’s public cloud computing platform. Firstly, CsLID (Landslide Inventory Database) compiles a total of 1221 historical landslide events spanning the years 1949-2011 from relevant data sources. Secondly, the CsLID is further broken down into six zones for characterizing landslide cause-effect, spatiotemporal distribution, fatalities, and socioeconomic impacts based on the geological environment and terrain. The results show that among all the six zones, zone V, located in Qinba and Southwest Mountainous Area is the most active landslide hotspot with the highest landslide hazard in China. Additionally, the Google public cloud computing platform enables the CsLID to be easily accessible, visually interactive, and with the capability of allowing new data input to dynamically augment the database. This work developed a cyber-landslide inventory and used it to analyze the landslide temporal-spatial distribution in China. 相似文献