Centrifuge modelling of ground-borne vibrations induced by railway traffic in underground tunnels     

Yang Wenbo  Qian Zhihao  Tu Jiulin  Zhou Ziyang  Yan Qixiang  Fang Yong  He Chuan 《地震工程与工程振动(英文版)》2022,(2):517-528

Increased attention has been given to ground-borne vibrations induced by railway vehicles and to the effects of these vibrations as they propagate through the g...  相似文献   

Wave Slamming on An OWSC Wave Energy Converter in Coupled Wave-Current Conditions with Variable-Depth Seabed     

Cheng  Yong  Ji  Chun-yan  Yuan  Zhi-ming  Incecik  Atilla 《中国海洋工程》2021,35(5):646-661

China Ocean Engineering - Coastal wave energy resources have enormous exploitation potential due to shorter weather window, closer installation distance and lower maintenance cost. However, impact...  相似文献   

中药封包联合西医常规疗法对AECOPD机械通气患者免疫功能的影响          下载免费PDF全文

吴玉靖  丘文军  邱峻 《应用海洋学学报》2021,37(7):1

目的:研究中药封包联合西医常规疗法对慢性阻塞性肺疾病急性加重（AECOPD）机械通气患者免疫功能的影响。方法：将AECOPD机械通气患者98例随机分为治疗组（34例）、对照1组（30例）、对照2组（34例）。对照1组采用西医常规治疗,对照2组在对照1组的基础上采用热水袋外敷治疗,治疗组在对照1组的基础上采用中药封包治疗。测定治疗前后外周血T细胞亚群（包括CD4⁺、CD3⁺、CD8⁺、CD4⁺/CD8⁺）,外周血免疫球蛋白（IgG、IgA、IgM、IgE）,补体4（C4）、补体3（C3）、白细胞介素-6（IL-6）。结果：CD4⁺、CD3⁺、CD8⁺及IgA、IgE、C3、IL-6治疗后组间比较,治疗组均优于对照1、2组,差异有统计学意义（P<0.01或P<0.05）;且治疗组以上各项指标治疗前后组内比较,差异均有统计学意义（P<0.05或P<0.01）。结论：中药封包联合西医常规疗法治疗AECOPD机械通气患者,可调节免疫力,控制炎症反应,有助于控制病情。  相似文献   

下辽河平原景观格局演变与预测分析     

吕乐婷  杨勇  姜俊超  乔皓  白少杰 《地理信息世界》2021,28(5):73-78

以下辽河平原为研究对象,选取1980年、2010年和2018年Landsat TM/ETM+OLI卫星图像进行解译,得到3期土地利用数据,定量分析下辽河平原近40年土地利用时空变化特征.结合地形、交通通达度及限制转化因子采用FLUS(Future Land Use Simulation)模型对流域未来土地利用变化情景及景观格局进行了预测.结果表明:1980-2018年水田、林地、草地、沼泽面积均减少,其中水田面积减少量最大,占比减少了8.59％,旱地、水域和城镇的面积均有所上升,旱地的增长面积最大,占比增加了6.19％;水田、林地、水域转入为旱地面积最大,旱地转出为建设用地面积最大;1980-2018年景观格局发生了较大变化,景观的破碎化程度降低,斑块之间的连通度、聚集程度升高,土地利用的集约化程度增大;2018-2040年,下辽河平原建设用地和水田的变化面积最大,城市化过程更加显著,景观的多样性及空间异质性降低,人类对环境的干扰能力变大.  相似文献   

Analytical solution for longitudinal seismic response of long tunnels subjected to Rayleigh waves     

Yusheng Yang  Haitao Yu  Yong Yuan  Mi Zhao 《国际地质力学数值与分析法杂志》2020,44(10):1371-1385

The longitudinal seismic response of a long tunnel subjected to Rayleigh waves is investigated in this paper. The tunnel is assumed to be infinitely long, has a uniform cross section, and rests on a viscoelastic foundation. The free-field deformation under Rayleigh waves traveling parallel to the tunnel axis is decomposed into two directions, namely, the axial motion and the vertical motion, and transformed into dynamic loads imposed on the tunnel. Based on the Fourier and Laplace integral transform techniques, the governing equations of tunnels are simplified into algebraic equations, and the analytical solutions are obtained with the convolution theorem. The final solutions of the tunnel responses in terms of deflection, velocity, acceleration, axial force, bending moment, and shear force are investigated. The proposed solution is verified by comparison of its results and those from the finite element program ABAQUS. Further parametric analysis is carried out to investigate the influence of soil-structure relative stiffness ratio and wave frequency on dynamic longitudinal responses of the tunnel.  相似文献   

Impact of fractional probability distributions on statistics of hydraulic conductivity,dynamics of groundwater flow and solute transport at a low-permeability site     

Chengpeng Lu  Wei Qin  Ching-Sheng Huang  Yong Zhang  Tema Koketso Ealotswe 《水文研究》2020,34(21):4112-4127

The fractional Brownian motion (fBm) and fractional Lévy motion (fLm) can easily describe the geometry and the statistical structure of hydraulic conductivity (K) for real-world. However, the fBm and fLm models have not been systematically evaluated when building the K field for a low-permeability site. In this study, both the fBm and fLm are used to simulate the low-K field at NingCheGu (NCG), Tianjin, China. Groundwater flow and solute transport are then computed using MODFLOW and MT3DMS, respectively, and the influence of the fBm/fLm models for K on groundwater flow and solute transport is discussed. Results show that the fLm fits better the statistics of the low-K medium than fBm, and the random logarithmic K (LnK) field generated by fLm is more stable because the resultant LnK field captures more of the measured properties at the field site than that generated by fBm. In contrast, the LnK generated by fBm is more likely to form both high-K channels and low-K barriers. The fBm therefore predicts more extreme behaviours in flow and transport, including the preferential flow, low-concentration blocks and solute retention. The overall groundwater renewal period and solute travel time for the fLm simulation are slightly shorter than those for fBm. The impacts of the fLm and fBm models on the statistics of the resultant LnK fields and the dynamics of groundwater flow and solute transport revealed by this study shed light on the selection and evaluation of the fractional probability distribution models in capturing the K fields for low-K media.  相似文献   

北京城市空间形态对热岛分布影响研究   总被引：2，自引：0，他引：2  

刘勇洪  徐永明  张方敏  舒文军 《地理学报》2021,76(7):1662-1679

在城市尺度上探究城市空间形态布局对城市热岛（UHI）影响研究,对于城市规划中通风环境改善、生态宜居城市建设具有重要意义。以北京为例,利用2009—2018年高密度自动气象站逐小时气温资料和2018年NPP/VIIRS夜光卫星资料,分析了UHI时空分布特征;利用2017年1∶2000基础地理信息和Landsat8卫星资料,开展了北京主城区建筑高度（BH）、建筑密度（BD）、建筑高度标准差（BSD）、容积率（FAR）、迎风截面积指数（FAI）、粗糙度长度（RL）、天空开阔度（SVF）、城市分数维（FD）等8个空间形态参数和植被覆盖度（VC）、不透水盖度（IC）、反照率（AB）等3个陆表参数的提取,并在城市尺度上开展了这些参数与UHI之间空间相关性及对UHI变化影响研究。结果显示：2009—2018年北京主城区年均、四季以及夜晚02时UHI均存在一个较为固定的形态,年均、春、夏、秋、冬、白天14时和夜晚02时UHI分别为1.81 ℃、1.50 ℃、1.43 ℃、2.16 ℃、2.17 ℃、0.48 ℃和2.77 ℃;8个空间形态参数在一年中大部分时段与UHI存在明显空间相关性,这种相关性在冬季强于其他季节,在夜晚02时强于白天14时,排名前三的分别为SVF、FAR和BD。空间形态参数已超越陆表参数成为UHI变化的重要驱动因子,11种参数对UHI变化的单独贡献为13.7%~63.7%,其中夏季、冬季和全年时段贡献最大的空间形态参数分别是BD（43.7%）、SVF（63.7%）和SVF（45.4%）,贡献最大的陆表参数分别是VC（42.6%）、AB（57.1%）和VC（45.3%）;夏季、冬季和全年时段多个参数对UHI变化的综合贡献分别为51.4%、69.1%和55.3%,主导要素分别为BD、SVF和BD。  相似文献   

Urban planning construction land standard and its revision based on climate and topography in China     

XU Yong  ZHAO Shen  FAN Jie 《地理学报(英文版)》2021,31(4):603-620

Urban planning construction land standard is the technical specification for scientifically allocating various types of urban construction land, and it is the basis for drawing up and revising the overall urban planning scheme. Considering China's current urban planning construction land standard, many problems exist, such as the gap in the land use control threshold, the lack of regional differences in the climate revision, and failing to consider the topographic factors. To resolve these problems, this study proposed a step-by-step process framework and quantitative calculation method for the establishment and revision of standards in accordance with the principle of Total-Structure control. By setting the conditions, a universal basic standard for construction land was established. Quantitative analysis was then conducted on the relationship between the basic standard and the selected key indicators, such as urban population size, sunshine spacing coefficient, the width of river valleys or inter-montane basins, and terrain slope, among others. Finally, revised standards were formed for climate conditions, topography, and geomorphologic conditions, which were matched with the basic standards. The key results are three-fold:(1) The per capita construction land standard of 95 m~2/person can be used as the total indicator of China's urban planning basic standard, and the corresponding per capita single construction land comprises 32.50% of residential land, 7.42% of public management and public service land, 22.50% of industrial land, 17.50% of transportation facilities, 12.50% of green space, and 7.58% of other land-use types. The results of the revision of the urban population size indicate that the difference in population size has little effect on the total amount of per capita construction land.(2) The climate revision results of per capita residential land and per capita construction land in major cities reveal that the revised climate value varies greatly between north and south China. The revised climate values of the per capita area of construction land vary by latitude as follows: the value at 20°N is 93 m~2/person, the value at 30°N is 97 m~2/person, the value at 40°N is 103 m~2/person, and the value at 50°N is 115 m~2/person. The basic standard land value of 95 m~2/person is generally distributed across the Xiamen-Guilin-Kunming line.(3) The cities located in mountainous areas, hilly valleys, or inter-montane basins can reduce the allocation of community parks and comprehensive parks when the average width of an existing river valley or inter-montane basin is less than 2 km. When the average width of the valley or inter-montane basin is between 2 km to 4 km, the allocation of the comprehensive parks can be reduced. The revised results of per capita sloping construction land reveal that the terrain slope greatly affects the revised value of per capita construction land. Specifically, the revised value at 3° is 3.68% higher than the basic standard value, and the increase rates at 8°, 15°, and 25° are 11.25%, 26.49%, and 68.47%, respectively.  相似文献   

Co-production of Tight Gas and Coalbed Methane from Single Wellbore: a Simulation Study from Northeastern Ordos Basin,China     

Zhao  Shihu  Wang  Yanbin  Li  Yong  Wu  Xiang  Hu  Yinjie  Ni  Xiaoming  Liu  Du 《Natural Resources Research》2021,30(2):1597-1612

Natural Resources Research - Focusing on vertical multi-layer superimposition of unconventional natural gas reservoirs in coal-bearing strata, research on the co-production of tight gas and coalbed...  相似文献   

Fracability Evaluation Method for Tight Sandstone Oil Reservoirs     

Xu  Wenjun  Zhao  Jinzhou  Xu  Jianguo 《Natural Resources Research》2021,30(6):4277-4295

Natural Resources Research - As typical low-permeability unconventional fossil resources, tight sandstone oil cannot be exploited economically without effective hydraulic fracturing. Fracability is...  相似文献