地质遗产科学价值的突出性与普遍性评价流程及方法研究

地质遗产的科学价值大小是申报国家地质公园或者世界地质公园最根本的依据之一,也是地质公园得以存在和保护的基础.随着全球地质公园建设的快速发展,地质遗产科学价值的突出性与普遍性评价成为国内外学者与地质公园建设者逐渐关注的焦点.本文根据世界地质公园和国家地质公园的申报要求和国际、国内价值评价的方法,针对目前地质遗产科学价值评...     

“迭代法”求水文地质参数的原理及应用

在泰斯公式基础上，推导出定流量和变流量非稳定流抽水条件下关于S／T为变量的非线性方程，用“迭代法”解此方程，可方便地求出S、T等水文地质参数。此法可推广到多观测孔、单观测孔或无观测孔抽水试验求参数。     

短临地震预报决策及其实施程序的研究

短临地震预报决策正确与否是减轻地震灾害的关键所在。本文根据决策学的基本原理及国内的地震预报实践,探讨了政府和地震部门首脑进行地震短临预报决策的基本原则、条件和程序,同时提出了短临地震预报决策模式、三级备震程序和7条对策措施。     

两种纯化方法获得脂肪酸的链长及碳同位素分布特征对比

饱和脂肪酸及其同位素组成是重建古环境和古气候的重要代用指标,目前存在多种提取及纯化流程。在全球变化研究中,基于不同原理的纯化流程得到的脂肪酸含量及其同位素组成是否一致,直接影响着该指标应用于不同区域重建结果的对比。本文用两种常见的脂肪酸纯化流程提取脂肪酸标准、现生植物和泥炭样品类脂物,通过对比发现:对脂肪酸标准两种流程都可以得到纯净的单体脂肪酸,而且回收率均较高(85%以上),都是较为可靠的脂肪酸纯化流程;然而对于天然样品,虽然高碳数脂肪酸(碳数>C₂₄)的回收率相近,流程1却能够获得相对较多的低碳数饱和脂肪酸,如泥炭样品中该流程获得的n-C₂₂脂肪酸是流程2的3倍;两种流程纯化狗尾草(Setaira viridis)和三叶草(Trifolium repens)得到n-C₁₆脂肪酸的δ¹³C不同,流程1分别为-21.1‰和-36.2‰;流程2分别为-23.3‰和-34.9‰,表明两个实验流程得到的低碳数脂肪酸的含量、脂肪酸链长分布模式以及碳同位素组成均存在明显的差异。实验结果显示,流程2分离纯化样品可得到几乎全部的游离态脂肪酸,而流程1可提纯样品中游离态和酯态存在的总脂肪酸。由于在沉积物中游离态脂肪酸和酯态脂肪酸可以相互转化,因此使用流程1分析样品中的总脂肪酸更为合适,也可以将类脂物皂化使酯态脂肪酸释放为游离态,然后使用流程2。     

宇生核素26Al/10Be埋藏测年法铝化学分析程序的改进

原地宇生核素26Al/10Be埋藏测年法是最近十多年涌现的测年新技术之一,广泛应用于地貌演化、古人类等研究领域,Al回收率及其纯度很大程度上决定着年代结果的精度.美国Purdue大学现用Al分离纯化程序有一些步骤尚待完善.本文通过条件实验,对该程序提出如下修改建议:①用38 ～ 75 μm阴离子交换树脂取代原用的75 ～ 150 μm树脂,以减少淋洗液(0.05 mol/L草酸-0.5 mol/L盐酸)体积并实现Al与主要干扰元素Fe、Ti的定量分离;②用阳离子交换法从草酸-盐酸中提取Al,以规避较为冗长的化学法破坏草酸.模拟样品的分析结果表明,经改进的两步骤可实现Al近于定量的回收,全流程Al回收率达91％-+5％,纯度为98％.     

Empirical-based seismically induced slope displacements in a geographic information system environment: a case study

Landslides are one of the most damaging and threatening hazards associated with seismically induced slope movements. Estimations of support conditions for slope displacements are important for taking preventive measures to avoid landslide events in future. California's Division of Mines and Geology (DMG) procedure is utilised in the present paper for estimating the slope failure mechanism under seismic conditions. In this study, the DMG procedure has been explained and has also been incorporated in a Geographic Information System (GIS) using Arc-GIS software from Environmental Systems Research Institute. Further, it is utilised for establishing a seismically induced slope displacement map for the Skien municipality area of Telemark County in Norway. The motivation for selecting this site was the availability of geotechnical parameters for the site. Three different displacement maps have been produced for earthquake scenarios of magnitude 5, 6 and 7, respectively. The maximum displacement of 133 cm is estimated for earthquake scenario of magnitude 7. It is noticed that the sensitive areas for slope failure remain the same under different earthquake scenarios. A displacement tool based on the DMG procedure has been created in the Arc-tool box in Arc-GIS software. This tool minimises the efforts for inserting formulas for making raster displacement maps. By using the displacement tool one can generate final products like displacement maps automatically at high accuracy and in quick time. The prepared slope displacement maps of study area are used for landslide susceptibility zonation (LSZ) map preparation. The LSZ maps are useful for landslide hazard assessment and further can be utilised by planners, civil engineers and local administrators for town planning and policy-making.     

Direct displacement‐based seismic assessment procedure for multi‐span reinforced concrete bridges with single‐column piers

In Italy, as in other high seismic risk countries, many bridges, nowadays deemed ‘strategic’ for civil protection interventions after an earthquake, were built without antiseismic criteria, and therefore their seismic assessment is mandatory. Accordingly, the development of a seismic assessment procedure that gives reliable results and, at the same time, is sufficiently simple to be applied on a large population of bridges in a short time is very useful. In this paper, a displacement‐based procedure for the assessment of multi‐span RC bridges, satisfying these requirements and called direct displacement‐based assessment (DDBA), is proposed. Based on the direct displacement‐based design previously developed by Priestley et al., DDBA idealizes the multi DOF bridge structure as an equivalent SDOF system and hence defines a safety factor in terms of displacement. DDBA was applied to hypothetical bridge configurations. The same structures were analyzed also using standard force‐based approach. The reliability of the two methods was checked performing IDA with response spectrum compatible accelerograms. Copyright © 2012 John Wiley & Sons, Ltd.     

A temporal sliding procedure for ocean wave variational data assimilation and its application

For sequential performance of wave variational data assimilation, we proposed a temporal sliding method in which the temporal overlap is considered. The advantage of this method is that the initial wave spectrum of the optimization process is modified by the observations in latter and former times. This temporal sliding procedure is important for marginal region, such as the China seas, where the duration of assimilation effectiveness is 2-3 days. Experiments were performed in the whole course of Cyclone 9403 (Russ). Around the cyclone center, the maximum value of wave elements did not change much by assimilation, because the extreme value was determined by wind energy input that was not yet optimized. In the area outside the cyclone center, this modification is evident especially for wind wave growth.     

存储过程与触发器在数据库开发中的应用

存储过程和触发器都是存储在数据库中的一段程序，应用程序可以调用存储过程来执行某种操作。使用触发器可以完成复杂的规则检查，使用存储过程可以将前台程序的设计和后台程序的设计分开，减少系统设计的复杂性。阐述了仔储过程和触发器的创建方法，同时说明了VB和ASP调用存储过程的方法。     

Determining elastic constants of transversely isotropic rocks using Brazilian test and iterative procedure

The elastic constants of rocks are the basic parameters for rock mechanics, and play a very important role in engineering design. There are many laboratory methods to determine the elastic constants of transversely isotropic rocks, and the Brazilian test is a popular method. This paper presented a method combination of the Brazilian test, back calculation, and iterative procedure to evaluate the five independent elastic constants of transversely isotropic rocks in laboratory. The strain data at the centre of discs were obtained using Brazilian test. The stresses at the centre of discs were computed using numerical programs. By using back calculation, the temporary elastic constants were computed after the stresses and stains were substituted into elastic mechanics equations. After iterative procedure, the convergent values of the elastic constants can be obtained. One numerical example and three experimental cases were proposed to show the applicability of this method. The convergent values of the five independent elastic constants can be obtained in no more than 10 iterative cycles. The results coming from numerical analysis method exhibited satisfactory outcome in accordance with those of generalized reduced gradient method. The merits of this method include convenient specimen preparation of the Brazilian test, simple iterative procedure, and readily available commercially numerical programs, so that this method can be easily popularized in research and engineering analysis. Copyright © 2007 John Wiley & Sons, Ltd.