Regional extreme‐dry‐spell frequency analysis using the L‐moments method in the middle reaches of the Yellow River Basin,China          下载免费PDF全文

Dun‐Xian She  Jun Xia  Dan Zhang  Ai‐Zhong Ye  Aditya Sood 《水文研究》2014,28(17):4694-4707

In this research, the regional extreme‐dry‐spell frequency in the middle reaches of the Yellow River Basin (YRB) is studied by the L‐moments method. The research area has been divided into three subregions (regions 1, 2 and 3), which have been identified as homogenous regions. The results of a goodness‐of‐fit test indicate that a generalized normal distribution is the optimal regional model for regions 1 and 2 whereas a generalized Pareto distribution is the optimal regional model for region 3. The return period analysis figures out that the maximum length‐of‐dry‐spell (MxDS) values increase from south to north in the southern part and increase from northeast to southwest in the northern part of the middle reaches of the YRB under different return periods. The increments of quantiles of dry spell under different return levels indicate that drought risk in region 1 is higher than that in regions 2 and 3. The analysis of the occurrence day of MxDS shows that MxDS mostly occurred during winter of 1998 and spring of 1999 in most stations during the considered period. By comparing summer MxDS events, it can be found that mean MxDS values have slightly increased in regions 1 and 2 during the last five decades. The maximum mean MxDS values appeared in the 2000s for regions 1 and 2 and in the 1990s for region 3. The atmospheric circulation shows that the positive anomaly centre in the west of North China, negative anomaly centre in the east of North China and the strong western Pacific subtropical high led to the decrease of precipitation in North China during the summer of 1997. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Modeling deepwater seabed steady-state thermal fields around buried pipeline including trenching and backfill effects     

《Computers and Geotechnics》2014

Deepwater pipelines are designed to transport mixtures of oil and gas, and their associated impurities at wellhead temperatures that can be in excess of 149 °C (∼300 °F or 422 K) while the external temperature maybe in the range of 5 °C (∼41 °F or 278 K). Depending on the circumstances these pipelines may be buried for physical protection or for additional thermal insulation using robotic trenching equipment. This results in a complex cut and backfill geometry in the seafloor in addition to altering the thermal properties of the backfill. A two-dimensional boundary element model was developed specifically to address to investigate the local steady-state thermal field in the near field of the pipeline. The model allows one to account for the complex geometries in the near field associated with this burial technique, site-specific multi-layered soil conditions and the seawater adjacent to the seafloor. A parametric study was preformed to evaluate effects of the thermal power loss, burial depth, pipe diameter and soil thermal conductivity on the thermal field in the near field of a buried pipeline. The numerical examples illustrate the influence of the backfill thermal property on the temperature at the pipe wall, that the pipe diameter controls the required output thermal power needed to maintain the desired pipe wall temperature, and the importance of pipeline burial depth on seabed temperature distribution above the pipeline.  相似文献   

Critical Top Tension for Static Equilibrium Configuration of A Steel Catenary Riser     

Chainarong ATHISAKUL  Karun KLAYCHAM  Somchai CHUCHEEPSAKUL 《中国海洋工程》2014,(6):829-842

This paper aims to present the critical top tension for static equilibrium configurations of a steel catenary riser（SCR） by using the finite element method. The critical top tension is the minimum top tension that can maintain the equilibrium of the SCR. If the top tension is smaller than the critical value, the equilibrium of the SCR does not exist. If the top tension is larger than the critical value, there are two possible equilibrium configurations. These two configurations exhibit the nonlinear large displacement. The configuration with the smaller displacement is stable, while the one with larger displacement is unstable. The numerical results show that the increases in the riser＇s vertical distances, horizontal offsets, riser＇s weights, internal flow velocities, and current velocities increase the critical top tensions of the SCR. In addition, the parametric studies are also performed in order to investigate the limit states for the analysis and design of the SCR.  相似文献   

浅析如何在溶剂萃取机理研究中正确使用斜率法          下载免费PDF全文

高丹丹  李东东 《盐湖研究》2019,27(3):27-34

斜率法是萃取机理研究最为常用的方法之一。尽管其理论基础和使用方法非常简单,但该方法却常常被误用,导致其非但不能有效的确定萃取机理,反而产生了误导性结论。本文以t-BAMBP萃取碱金属离子(K~+、Rb~+、Cs~+)体系为例讨论了常见的错误用法以及造成这类情况的根源问题,之后对其他萃取体系中类似错误用法进行了简要评述,表明斜率法的错误使用主要源于对萃取反应方程式的错误假定及对工作方程推导过程中引入的近似处理理解不当。最后总结了在萃取机理研究中正确使用斜率法的几点注意事项。  相似文献   

A novel coupled FDM-DEM modelling method for flexible membrane boundary in laboratory tests     

Hua-Xiang Zhu  Zhen-Yu Yin  Qiang Zhang 《国际地质力学数值与分析法杂志》2020,44(3):389-404

Difficulties are involved in discrete element method (DEM) modelling of the flexible boundary, that is, the membranes covering the soil sample, which can be commonly found in contemporary laboratory soil tests. In this paper, a novel method is proposed wherein the finite difference method (FDM) and DEM are coupled to simulate the rubber membrane and soil body, respectively. Numerical plane strain and triaxial tests, served by the flexible membrane, are implemented and analysed later. The effect of the membrane modulus on the measurement accuracy is considered, with analytical formulae derived to judge the significance of this effect. Based on an analysis of stress-strain responses and the grain rotation field, the mechanical performances produced by the flexible and rigid lateral boundaries are compared for the plane strain test. The results show that (1) the effect of the membrane on the test result becomes more significant at larger strain level because the membrane applies additional lateral confining pressure to the soil body; (2) the tested models reproduce typical stress and volumetric paths for specimens with shear bands; (3) for the plane strain test, the rigid lateral boundary derives a much higher peak strength and larger bulk dilatation, but a similar residual strength, compared with the flexible boundary. The latter produces a more uniform (or ‘diffuse') rotation field and more mobilised local kinematics than does the former. All simulations show that the proposed FDM-DEM coupling method is able to simulate laboratory tests with a flexible boundary membrane.  相似文献   

铁同位素分析测试技术研究进展   总被引：5，自引：3，他引：2  

秦燕  徐衍明  侯可军  李延河  陈蕾 《岩矿测试》2020,39(2):151-161

铁是地球上丰度最高的变价元素,在自然界大量分布于各类矿物、岩石、流体和生物体中,并广泛参与成岩作用、成矿作用、热液活动和生命活动过程。铁同位素组成对地球化学、天体化学和生物化学方面提供重要的信息,是同位素地球化学研究领域的热点。铁同位素的精确测量是开展相关研究的重要基础。本文评述了铁同位素测试技术的研究进展,主要包括:①溶液法测试铁同位素样品纯化过程中阴离子树脂的改进;②质谱分析从传统的热电离质谱法发展为多接收电感耦合等离子体质谱法;③激光微区原位测试技术的研发等。在此基础上,对测试过程中会导致产生铁同位素分馏的步骤和校正方法进行了总结,并对各种测试方法的优缺点进行了评述。本文认为:溶液法分析流程长且复杂,但分析精度高(0.03‰,2SD)、方法稳定;微区原位分析方法从纳秒激光剥蚀发展为飞秒激光剥蚀,脉冲持续时间更短、脉冲峰值强度更高(可达10~(12)W),聚焦强度超过10~(20)W/cm~2,使其具有分析速度快、空间分辨率高的优势。微区原位法可以从微观角度去讨论铁同位素变化的地球化学过程,但基体效应的存在限制了微区原位铁同位素的广泛应用。因此,缩短溶液法分析流程,开发系列基体匹配的标准样品,是铁同位素分析方法研发的方向。  相似文献   

平原地区机载激光雷达数据的抽稀算法分析   总被引：1，自引：0，他引：1  

杨明军  苏春梅  康冰锋  张珣  曹殿才 《测绘通报》2019,(1):101-107

目前，机载激光雷达点云数据在测绘行业中的应用还存在较多的瓶颈。为了使机载激光雷达点云数据更好地服务等值线等数据的生产，发挥其高效和高精度的优势，本文归纳、总结了国内外现有的LiDAR点云数据抽稀算法，并通过对比分析现有LiDAR点云数据抽稀算法存在的优缺点，如系统抽稀、格网抽稀、TIN抽稀和坡度抽稀等算法，结合平原地区激光点云在实际生产中的应用，研究了更适合平原地区点云数据的抽稀方法，通过大量的数据测试和试生产。结果表明，该方法可以在应用项目精度约束下保证数据质量，减少了后期数据处理应用的难度，提升了后续成果数据的质量，提高了作业生产效率，对机载激光雷达点云数据在测绘行业中的应用推广具有重要的现实意义。  相似文献   

水资源约束下的河西走廊城市经济脆弱性时空演变及其影响因素     

张戬  陈佳  黄馨  王子侨 《中国沙漠》2019,39(1):203-211

城市经济脆弱性作为当前脆弱性研究中的重要领域，为人-地系统耦合研究提供了新的视角，并为城市可持续健康发展提供有益的决策支持和管理方法。依据城市经济脆弱性内涵，基于暴露度、敏感性、适应能力构建了城市经济脆弱性评价指标体系，运用熵权TOPSIS法评价河西走廊地区及区域内五市的城市经济脆弱性，并采用障碍度模型识别影响区域城市经济脆弱性变化的因素。结果显示：（1）2006—2015年，河西走廊地区城市经济脆弱性呈现出先曲折下降（2006—2011年）再波动上升趋势（2012—2015年）；（2）河西走廊地区的城市经济脆弱性具有明显的空间特征，经历了东西高、中部低到整体较高的演变过程；（3）阻碍河西走廊地区城市经济脆弱性降低的障碍因子由适应能力逐步转变为暴露度。针对河西走廊地区各市主要障碍因子，提出针对性优化措施。  相似文献   

枣庄市台儿庄区小龚庄岩溶地下水水源地允许开采量计算评价          下载免费PDF全文

丁冠涛  刘玉仙  高帅 《山东国土资源》2019,35(3)

科学有效的地下水资源评价是可持续开发地下水资源的关键,其中地下水资源可开采量的评价是地下水资源评价的核心内容。该文在对枣庄市台儿庄区小龚庄水源地水文地质条件、岩溶塌陷发育情况等进行详细分析的基础上,采用开采试验法对小龚庄水源地岩溶地下水允许开采量进行了计算,计算结果为11354m~3/d。根据已发生岩溶塌陷情况,设定岩溶塌陷预警水位,利用非稳定流Theis公式计算了安全开采量范围在11187～13150m~3/d之间,对开采试验法计算结果进一步进行评价。根据评价结果最终确定以11354m~3/d作为小龚庄水源地的允许开采量是可靠的,可以保证水源地最大限度的开采地下水资源,同时又保证水源地运行时不易引发岩溶塌陷的环境地质问题。该方法为同类型水源地地下水允许开采量的计算评价提供了一定的借鉴。  相似文献   

地下结构抗震设计的改进等效反应加速度法     

禹海涛  张正伟  李攀 《岩土力学》2020,41(7):2401-2410

对地下结构横向抗震分析中的等效反应加速度法进行综合分析。结合算例，以动力时程法为基准，全面评价了等效反应加速度法的适用性；进而深入分析其误差来源，并做针对性改进优化，通过引入动力响应调整系数β，提出了一种改进等效反应加速度法；结合算例分析，评价了改进等效反应加速度法对不同工况的适用性。结果表明：等效反应加速度法计算所得结构内力及变形均偏小；且计算精度随地层剪切波速的增大整体呈上升趋势，但几乎不受结构埋深的影响；同时，明确了等效反应加速度法的误差源自于其忽略了地下结构对其周围土体动力响应的干扰作用，改进优化后提出了改进等效反应加速度法；相比现有等效反应加速度法，改进等效反应加速度法具有更广泛的适用性及更优的计算精度，可为地下结构抗震设计和分析提供新的计算方法。  相似文献