近61 a黄河流域霜冻日期时空分异特征及影响因素          下载免费PDF全文

张志高  徐晓曼  郭超凡  蔡茂堂  袁征  张明哲 《干旱区地理》2022,45(6):1685-1694

深入研究黄河流域霜冻演变规律,可为科学防范霜冻危害,促进气候资源合理开发利用提供依据。基于1960—2020年黄河流域83个气象站点统计资料,采用Mann-Kendall突变检验、Morlet小波分析和相关分析等方法,对黄河流域霜冻日期时空变化特征及其影响因素进行了分析。结果表明:(1)1960—2020年黄河流域平均初霜日期为10月8日,终霜日期为4月30日,平均无霜期161 d。61 a来初霜日以2.51 d·(10a)^-1的速率推迟、终霜日以-2.07 d·(10a)^-1的速率提前,无霜期以4.48 d·(10a)^-1的速率显著延长。20世纪70年代初霜日最早,终霜日最晚,无霜期最短,21世纪10年代初霜日最晚,终霜日最早,无霜期最长。(2)小波分析表明,黄河流域初、终霜日和无霜期均存在28 a左右的主周期变化。初霜日于2002年发生突变,终霜日于2000年突变,无霜期突变发生于2001年。(3)从空间分布来看,由上游、中游到下游地区初霜日逐渐延迟,终霜日逐渐提前,无霜期日数逐渐延长。初霜日在流域各地均呈推迟趋势,...  相似文献   

古尔班通古特沙漠灌木冠幅预测模型     

王明娜  张定海  张志山  路丽宁 《中国沙漠》2022,42(4):139-150

古尔班通古特沙漠是中国第二大沙漠,也是中国固定和半固定沙丘主要分布区,固沙灌木种较多。冠幅不仅是反映固沙灌木可视化的重要参数,也是反映沙漠植被生长情况的重要变量。以3种沙丘（固定沙丘、半固定沙丘和流动沙丘）上主要固沙灌木为研究对象,利用12种基础模型、BP(Backpropagation Neural Network)神经网络和支持向量机（Support Vector Machine,SVM）机器学习算法建立了基于固沙灌木株高和冠长率的冠幅预测模型,同时将两种机器学习算法拟合结果与基础模型进行比较,最终选出了适合研究区的冠幅预测模型。结果表明：（1）不同沙丘类型和不同灌木种类的最优冠幅预测模型不同,且固定沙丘和半固定沙丘模型优于流动沙丘。3种沙丘类型最优拟合为M2(Quadratic Model)模型;（2）白梭梭（Haloxylon persicum）在半固定沙丘和流动沙丘上拟合的最优模型分别为M2、M7(Gompertz),沙拐枣（Calligonum mongolicum）最优模型为M2,蛇麻黄（Ephedra distachya）和油蒿（Artemisia ordosica）在...  相似文献   

晚新生代黄土高原风尘序列的粒度和沉积速率与中国北方大气环流演变   总被引：33，自引：21，他引：12  

孙东怀  鹿化煜 《第四纪研究》2007,27(2):251-262

文章以风尘沉积的粗粒和细粒组分与季风和西风环流的联系为基础,利用黄土高原中部的洛川剖面、西峰剖面和灵台剖面的粒度和沉积速率记录,讨论了晚新生代中国北方季风环流和西风环流的演变历史,总结了这一时期大气环流演变的基本规律和大气环流演变的动力机制.研究表明,自8～7Ma风尘沉积发育至5Ma左右,西风环流和季风环流都有减弱的趋势;自5Ma以来,西风环流和季风环流的强度都在逐步加强;与此同步,季风环流对风尘沉积的贡献增加,而西风环流对风尘的贡献逐渐减小,这一逐渐发展的大气环流趋势与北半球高纬冰盖的逐步发展有关;大气环流的这种趋势变化在8～7Ma,3.4Ma和1.2～0.9Ma这几个时期存在着突变,可能反映了青藏高原的阶段性隆升对中国北方季风环流演化的决定性作用以及对西风环流结构和强度的重要影响.中国北方大气环流在轨道尺度变化的基本特征是,低空季风环流在冰期加强,在间冰期减弱.西风环流和季风环流在冰期和间冰期的强度和格局可能主要与全球冰量的基本状况和青藏高原原面的性质有关.黄土高原的风尘记录在万年尺度和千年尺度的气候事件上都表现出相当明显的区域差异,可能主要与局部地形的大气环流效应有关.  相似文献   

鄂尔多斯盆地天环坳陷北段奥陶系烃源岩特征及成熟演化史     

黄志刚  任战利  陈玉林  郑庆荣 《地质学报》2022,96(11):3967-3976

为研究天环坳陷北段下古生界天然气成藏规律,利用探井资料和有机地球化学方法,评价了天环坳陷北段奥陶系烃源岩特征并恢复其成熟演化史。天环坳陷北段奥陶系乌拉力克组和克里摩里组烃源岩有机碳含量和生烃潜量相对较高,烃源岩有机质丰度以中等—好为主,少部分为差烃源岩;三道坎组和桌子山组烃源岩以差为主。干酪根组分鉴定表明,天环坳陷北段奥陶系烃源岩主要为Ⅱ₁～Ⅰ型干酪根,热演化程度高,处于生干气阶段。成熟演化史模拟显示,古生代—中生代早期地温梯度低,地层埋藏浅,烃源岩成熟演化程度低。燕山期,由于构造热事件,地温梯度迅速升高,早白垩世烃源岩经历的最高温度超过200℃,达到生气高峰期,早白垩世是油气成藏的主要时期。早白垩世之后,鄂尔多斯盆地整体抬升,地温梯度减小,生烃作用停止。  相似文献   

页岩气水平井TOC测井评价新方法     

刘伟男  张超谟  朱林奇  胡松  孔政  邓瑞 《物探与化探》2021,(2):423-431

由于存在地层缺失、井眼穿层不断变化、重点层段测井曲线较少、井眼环境复杂、测井响应值与储层参数关系较为复杂等特点,页岩气储层水平井测井解释难度较大.针对该问题,本文采用“水平井钻遇地层模型—水平井间及水平井与直井响应差异分析—水平井曲线校正—基于直井的参数评价模型”的评价技术流程,进行页岩气水平井TOC测井评价.在测井评...  相似文献   

Variations in annual winter mean temperature in South China since 1736          下载免费PDF全文

Lingling Ding  Quansheng Ge  Jingyun Zheng  Zhixin Hao 《Boreas: An International Journal of Quaternary Research》2016,45(2):252-259

Modern meteorological observations in South China from 1960 to 2009 show a strong correlation between winter temperatures and two snowfall parameters, the southern boundary of the snow and the number of snowy days. Based on this relationship, the variation in annual winter mean temperature in South China from 1736 to 2009 was reconstructed using data acquired from Chinese historical documents dating from the Qing dynasty, such as memos and local gazettes. The reconstructed time series were used to analyse variations in winter temperature in South China. Significant interannual and interdecadal changes were found. The maximum temperature difference between neighbouring years was 3.1 °C for 1958–2009 and 3.0 °C for 1736–1957, whereas the maximum temperature difference between adjacent decades was 0.8 °C for the 1960s–2000s and 0.6 °C for the 1740s–1950s. The 2000s was the warmest decade; the mean temperature was 1.6 °C higher than that of the 1870s, which was the coldest decade between the 1740s and the 2000s. The mean winter temperature was warmer in the 18th and 20th centuries and coldest in the 19th century.  相似文献   

Lateral dynamic response of a pipe pile in saturated soil layer          下载免费PDF全文

Changjie Zheng  Hanlong Liu  Xuanming Ding 《国际地质力学数值与分析法杂志》2016,40(2):159-184

This paper presents an analytical solution for the lateral dynamic response of a pipe pile in a saturated soil layer. The wave propagations in the saturated soil and the pipe pile are simulated by Biot's three‐dimensional poroelastic theory and one‐dimensional elastic theory, respectively. The governing equations of soil are solved directly without introducing potential functions. The displacement response and dynamic impedances of the pipe pile are obtained based on the continuous conditions between the pipe pile and both the outer and inner soil. A comparison with an existing solution is performed to verify the proposed solution. Selected numerical results for the lateral dynamic responses and impedances of the pipe pile are presented to reveal the lateral vibration characteristics of the pile‐soil system. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

One‐dimensional consolidation with a threshold gradient: a Stefan problem with rate‐dependent latent heat     

Yang Zhou  Wan‐kui Bu  Meng‐meng Lu 《国际地质力学数值与分析法杂志》2013,37(16):2825-2832

During the process of one‐dimensional consolidation with a threshold gradient, the seepage front moves downward gradually, and the problem is indicated as a Stefan problem. The novel feature in this Stefan problem is a latent heat that varies inversely with the rate of the moving boundary. An exact solution for the external load that increases in proportion to the square root of time is constructed using the similarity transformation technique. Computational examples concerning the effect of different parameters on the motion of the seepage front are presented. The exact solution provides a worthwhile benchmark for verifying the accuracy of numerical and approximate methods. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Direct observation of complex Tóthian groundwater flow systems in the laboratory     

Xing Liang  Yu Liu  Menggui Jin  Xingchen Lu  Renquan Zhang 《水文研究》2010,24(24):3568-3573

Based on the theory of gravity‐driven groundwater flow systems, we have developed a complex Flow System Sand‐Box Model (FSM). It enables the visual observations of the development and characteristics and temporal evolution of complex Tóthian flow systems in the laboratory. The configuration of the regional, intermediate and local flow systems can be controlled and observed; hydraulic head, flow direction and travel time can be measured; and the scale and shape of the sub‐flow systems as well as the path lines and flow lines can be observed directly. The experiments demonstrate the Tóthian flow systems in a small basin with multiple sources and sinks. Greater local topographic (water table) undulation will lead to larger local flow systems. Greater regional and less local topographic undulation will enhance the development of intermediate and regional flow systems. In homogeneous media, increasing fluid‐potential differences between source and sink increase the spatial scale of the generated flow systems. The FSM is a useful teaching aid and experimental device to study and develop an intuitive insight into gravity‐driven groundwater flow systems. It helps to visualize and understand the hydraulic properties and controlling factors of Tóthian flow systems and may be used to study problems related to the chemical and temperature characteristics of the flow systems as well. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Dynamic analysis of a cylindrical casing–cement structure in a poroelastic stratum          下载免费PDF全文

Yang Xia  Yan Jin  Mian Chen  Yunhu Lu 《国际地质力学数值与分析法杂志》2017,41(12):1362-1389

The transient response of a cylindrical casing–cement structure in a poroelastic stratum under dynamic radial tractions is one of the significant issues during the analysis of downhole operations and the selection of safe material. Based on the Biot theory and general elastic mechanics, this paper gives a set of exact solutions for radial displacement, stresses for the casing–cement system and the pore pressure of the infinite surrounding poroelastic stratum in the Laplace transform space. Solutions are presented for three different types of transient radial loadings acting on the surface of casing, i.e., suddenly applied constant load, gradually applied step load and triangular pulse load. Time domain solutions are obtained using a reliable numerical method of inverse Laplace transforms. A detailed parametric study about the transient response is presented both at the casing–cement interface and the cement–stratum interface, and the distributions of the pore pressure and the effective stresses in the stratum are also examined. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献