考虑内流作用的缓波形立管非线性静动力分析

考虑内流的作用,研究缓波形立管在海洋环境荷载作用下的非线性静动力力学性能。采用细长柔性杆理论,建立缓波形立管运动方程,利用有限元法进行离散,运用Newton-Raphson法和Newmark-β法分别对立管进行静动力分析,编制缓波形立管计算分析程序LWRNM,研究缓波形立管在海流、内流、浮体漂移与运动作用下的结构响应。结果表明:随着海流从x负向变成x正向和流速的增大,缓波形立管线形变缓,有效张力增大,弯曲曲率的极值减小;随着内流流速的增加,缓波形立管的固有频率下降;随着顶部浮体从近端向远端漂移,缓波形立管的有效张力增大,弯曲曲率的极值减小;纵荡和垂荡作用下,缓波形立管的顶部有效张力变化周期与浮体激励周期相同,横荡作用下,顶部有效张力变化周期为浮体激励周期的二分之一,垂荡作用下,缓波形立管顶部有效张力变化幅值最大,纵荡作用下次之,横荡作用下最小。     

顾及形变的影像边缘ICP匹配技术

匹配技术是遥感影像处理中的重要基础技术,影像在辐射、几何信息方面的差异,将会严重干扰影像间的相似特征匹配。本文提出了针对大差异影像的最邻近点迭代匹配算法（ICPDI）。首先改进Canny算子的参数设置方式,以便选择影像的长边缘作为影像匹配的显著特征;然后以线特征之间的距离作为影像相似性的评估标准,达到利用全局相似特征抑制局部差异的目的;最后给影像边缘附加形变函数,从而扩展ICPDI匹配技术的适用范围。通过不同差异类型遥感影像间的匹配试验,验证了本文方法的精度和适应性。     

基于卫星资料的气溶胶对冰云影响及分布特征分析

通过利用2010年1月—2016年12月CALIOP(the Cloud-aerosol lidar with orthogonal polariz-ation)冰云和气溶胶3级月平均产品和MODIS(Moderate-resolution imaging spectroradiometer)大气3级日平均产品研究气溶...     

某水电站近坝特大型滑坡特征及成因机制分析

水电站坝址附近滑坡稳定性对工程影响巨大,特大型滑坡尤其如此.对滑坡稳定性是否能作出科学评价,其基本特征及形成机制研究显得尤为重要,可以说这项工作是研究滑坡稳定性基本前提.本文所研究滑坡位于雅砻江中游某拟建水电站,本文主要在对其地质概况、基本特征简要介绍基础上阐明其影响因素及成因机制.     

固结灌浆方法在深厚新近填土地基加固中的应用

通过多种方案比选和论证,茅台酒厂4#酒库深厚的新近填土地基的处理采用了灌浆方法。处理后,经多种检测手段进行检测,地基力学性能明显提高,地基承载力特征值达到了150KPa,变形模量7.0Mpa的设计要求。     

Gravel accumulation in deposits of viscous debris flows with hyper-concentration

According to the observational data of viscous debris flows with hyper-concentration, debris flows can be classified into three types： high-viscous, viscous, and sub-viscous debris flows. Distinct formation mechanism of different graded bedding structures in deposits of viscous debris flows was analyzed in this paper by using their yield-stress ratio and flow plug ratio. This paper specially analyzed the effect of Weissenberg which the gravels in squirm condition of hyper-concentration viscous flows would tend to move vertically, and the formation mechanism of the gravels accumulated at surface was also studied. The analysis in this paper can establish a foundation for the studies on differentiation of bedding structures of debris flow deposits and studies on dynamic parameters of debris flows.     

Detrending methods for fluctuation analysis in hydrology: amendments and comparisons of methodologies

Detrending is a key step in the study of the scaling behaviors using Detrended Fluctuation Analysis (DFA) to explore the long‐range correlation of hydrological series. However, the irregular periodicity and various trends within hydrological series as a result of integrated influences of human activities such as construction of water reservoirs and human withdrawal of freshwater and climate changes such as alterations of precipitation changes in both space and time make difficult the selection of detrending methods. In this study, we attempt to address the detrending problem due to the important theoretical and practical merits of detrending in DFA‐based scaling analysis. In this case, with focus on the irregularity of the periodic trends, a modified DFA, varying parameter DFA (VPDFA), and its combination with adaptive detrending algorithm (ADA) are employed to eliminate the influences of irregular cycles on DFA‐based scaling results. The results indicate that, for streamflow series with no more than 20 cycles, VPDFA is recommended; otherwise, the combined method has to be employed. Comparison study indicates that the scaling behavior of the detrended observed streamflow series by average removed method, when compared to those by DFA, VPDFA, and ADA, is the one of the periodic residues around the averaged annual cycle for the entire series rather than that excluding all annual cycles. However, although the result by VPDFA for short observed streamflow record can well correspond to that for numerically simulated series, the scaling behavior obtained by combined method analyzing long record looks strange and is different from that by numerical analysis. We attribute this difference to the complicated hydrological structure and the possible hydrological alternation due to the increasing integrated impacts of human activities and human activities with the extending record. How to include the most of the important factors into the detrending procedure is still a challenging task for further study in the analysis of the scaling behavior of hydrological processes. Copyright © 2012 John Wiley & Sons, Ltd.     

煤样渗透率有效应力与基质收缩双重耦合效应及其与煤阶关系

为研究煤层气在排采过程中不同煤阶煤储层渗透率动态变化规律,利用煤岩三轴应力应变（基质收缩膨胀）测试系统,对褐煤、气煤和无烟煤样开展了有效应力与基质收缩双重效应物理模拟实验。固定轴压和围压不变,改变气体平衡压力,模拟开发过程中储层压力变化特征,测试其动态渗透率。利用实验结果,分析了不同煤阶煤岩在排采过程中动态渗透率反弹特征,并对比分析煤岩动态渗透率改善效果的差异性。研究表明：气体平衡压力从5 MPa降至1 MPa过程中,在有效应力和基质收缩双重效应作用下,褐煤样的归一化渗透率依次为1.00、0.60、0.57、0.57、0.52,气煤样依次为1.00、0. 64、0.50、0.54和0.55,无烟煤样依次为1.00、0.74、0.58、0.50和0.56。随气体平衡压力下降,中阶及高阶煤样动态渗透率先下降后上升,整体呈不对称“V”型变化规律,但拐点略有不同;低阶煤样动态渗透率呈先下降后基本稳定的趋势,整体呈斜“L”型变化规律。在有效应力和基质收缩双重效应影响下,中阶及高阶煤样动态渗透率改善效果优于低阶煤样。     

沈阳春玉米不同生育阶段需水量及缺水量变化特征

基于1960—2016年沈阳5个气象观测站玉米发育期资料及气象观测资料,计算春玉米不同生育阶段需水量、有效降水量,进而计算水分盈亏指数并分析其变化特征。结果表明:沈阳市春玉米除播种—出苗、出苗—七叶及拔节—抽雄期有效降水量呈增加趋势,其他发育阶段及全生育期呈显著减少趋势;全生育期及各生育阶段需水量均呈下降趋势;全生育期缺水量总体以下降为主,其中拔节—抽雄期处于强下降趋势,播种—出苗和出苗—七叶期呈弱下降趋势。沈阳北部有效降水量偏少、需水量偏高,是缺水量高值区;拔节—抽雄期缺水量最大。