敦煌-格尔木铁路沿线风动力环境特征     

鱼燕萍  张克存  安志山  张余 《中国沙漠》2020,40(1):41-48

敦煌-格尔木铁路沿线地形复杂、起沙因素多变、沙源丰富，沙害问题日益严重。目前对其风沙活动规律还未有研究，不利于防沙工作的开展。为此，通过对自北向南的5个观测点（S1、S2、S3、S4、S5）风速和风向的观测、计算和分析，利用平均风速、起沙风况及输沙势对敦格铁路沿线的风动力环境特征进行研究。结果表明：S5、S4和S3的风况对铁路风沙灾害防治意义较大。S5年平均风速、起沙风频率和输沙势最大，春季风沙活动最为强烈，且风向单一、风力强劲，风沙运动方向基本与铁路垂直，沙粒易在铁路附近堆积。S4夏季风沙活动最为强烈；S3春季风沙活动最为强烈，且风向单一，S4和S3的风沙运动方向与铁路夹角小于90°，附近沙源广阔，铁路易受风沙侵蚀，阻碍交通运营。  相似文献   

Environmental impact of fluidized solidified silt casting on surrounding water bodies     

Yunquan Li  Silin Wu  Shi Shu  Yiyan Lv  Yan Cui 《Marine Georesources & Geotechnology》2020,38(5):604-610

Abstract

With the growing demand for underwater refill engineering, the construction technology of implementing fluidized solidification in underwater pouring has recently received increased attention. However, the environmental impact of underwater casting on surrounding water bodies, especially when the silt is polluted, is still unclear. In this study, a simulated underwater pouring test and a static immersion release test were conducted separately to study the quality of the surrounding water during and after pouring. The results showed that fluidized-solidified silt casting could increase the pH of the surrounding water, even after the pouring had stopped, by approximately 1.0 and the turbidity could reach 200 NTU. No diffusion of Zn and Cu into the surrounding water was observed and while Ni and Cr exhibited slight diffusion, this was at a level well below international water quality standard. During construction, reducing the distance from the seafloor to the bottom of the pouring catheter could reduce the level of pollution. After construction, the use of neutral solidified materials can effectively reduce the pH of the surrounding water and the potential risk of heavy metal dissolution.  相似文献   

黑龙江省兴凯湖平原土壤pH值时空变化特征分析     

杨泽  刘国栋  戴慧敏  张一鹤  许江  肖红叶 《地质与资源》2020,29(6):614-620

土壤酸碱度是影响土壤化学和生物学性质的一个重要因素，会对土地生产力产生重要影响.为掌握兴凯湖平原土壤pH值近年来变化状况，采用空间统计方法，基于全国第二次土壤普查及2019年土壤pH值数据，对工作区近30年土壤pH值时空变化特征进行了分析.结果表明：兴凯湖平原土壤pH值总体呈下降趋势，但整体上土壤pH值变幅不大，主要集中在±0.5～±1区间.从土地利用类型上来看，兴凯湖平原耕地区土壤pH值均呈下降趋势，西部的林地区pH值整体保持不变或略有上升.在兴凯湖平原4种主要土壤类型中，除暗棕壤外，其他3类土壤在近30年间pH平均值均呈下降趋势.因此需要对工作区土壤pH值变化的原因进行多因素、定量分析，以进一步明确具体原因.  相似文献   

国产海底地震仪的时间记录与原始数据精细校正   总被引：3，自引：1，他引：2       下载免费PDF全文

张浩宇  丘学林  张佳政  贺恩远  游庆瑜 《地球物理学报》2019,62(1):172-182

海底地震仪(OBS)的时间记录对数据处理是至关重要的.实践发现,部分国产便携式OBS的数据记录存在较大的内部时间误差,并且实测地震剖面异常的同相轴"断阶"、"倾斜"现象时有发生.我们通过自激自收试验,对这些异常现象进行了验证,确认其来源于OBS数据文件内部时间漂移,以及数据处理程序存在的缺陷.统计表明,A、B型OBS内部时间漂移量在250Hz的预设采样率下为0～40ms,L、S型OBS在100Hz下为0～90ms.这个量级的时间漂移,会对OBS数据处理、计算模拟产生影响.进一步,我们采用计算实际采样间隔、调整采样间隔、数据重采样的方法,对这种误差进行校正,并且改进了相关的OBS数据处理程序.本文的研究加深了对OBS数据时间记录误差的认识,得到了OBS数据文件内部时间漂移的分布规律,使得中等及较大程度的内部时间漂移的精细校正得到重视,进而完善了OBS数据处理步骤和流程,对OBS数据的有效利用进行了重要补充,为国产OBS的广泛使用、仪器研发提供了重要参考.  相似文献   

Development of detachable replaceable links for eccentrically braced frames     

Mehmet Bakır Bozkurt  Sina Kazemzadeh Azad  Cem Topkaya 《地震工程与结构动力学》2019,48(10):1134-1155

Eccentrically braced frames (EBFs) can be repaired after a major earthquake by replacing the links. The link replacement is not a straightforward process and is influenced by the type of the link and the amount of residual frame deformations. The past decade has witnessed the development of different types of replaceable links such as end-plated links, web connected links, bolted flange and web spliced links, and collector beam and brace spliced links. All of the developed replaceable link details, except the web connected links, are not suitable for link replacement under residual frame drift. In this paper, a detachable replaceable link detail which is based on splicing the link at its mid-length is proposed. The detail is well suited for installation under residual frame drifts. In addition, the weight and size of the members to be transported and erected are reduced significantly, thereby facilitating the replacement procedure. Performance of this proposed replaceable link is studied by conducting six nearly full scale EBF tests under quasi-static cyclic loading. The link length ratio, type of end-plated mid-splice connection, and the amount of residual drift are considered as test variables. The test results revealed that the inelastic rotation capacity of the detachable replaceable links exceeds the requirements of the AISC Seismic Provisions for Structural Steel Buildings. No failures are observed in the end-plated mid-splice connections demonstrating the potential of the proposed details. The detachable replaceable links are investigated by numerical analysis as well to further validate their applicability and to develop design recommendations.  相似文献   

微小亚历山大藻(Alexandrium minutum)的氮磷吸收、生长、产毒动态变化     

俞群娣  王亚军  余新威  刘寅政  李叶  方力  陈成吉  罗红宇 《海洋与湖沼》2018,49(2):346-351

采用浮游植物计数法、高效液相色谱串联质谱法、分光光度法等分析方法,探索了微小亚历山大藻(Alexandrium minutum)在批次培养过程中氮磷吸收、产毒、生物量、p H等参数的动态变化关系。结果表明,微小亚历山大藻对磷的吸收迅速,可以将磷储存于体内,待生长使用。该藻对氮的吸收相对缓慢,环境中氮缺乏时,产毒量不再增加,说明氮对产毒有着重要的调控作用。在第二对数期中出现了碳限制环境,导致叶绿素a在碳限制条件下无法表征藻的生物量,相反,叶绿素a和生物量呈负线性关系,可能是叶绿素转化成其它含碳物质,用于生长。毒素不仅存在于细胞体内,培养液中(胞外)也含有毒素,并且胞外毒素从稳定期开始逐渐升高。胞内毒素的组成中GTX1/4占据绝对优势,GTX2/3含量相对较少。生长延缓期和第一对数期,各种毒素组成比例相对稳定,而在随后的生长期内,GTX1/4在总毒素中的占比逐渐上升,GTX2/3占比逐渐下降,表明微小亚历山大藻毒素组成会随着生长周期的变化而发生变化。  相似文献   

江苏重点海域绿潮漂移扩散数值模拟   总被引：1，自引：0，他引：1  

吉会峰  刘吉堂  莫旭冬  高鑫鑫  杨波 《海洋科学》2018,42(5):82-91

江苏海域是绿潮灾害的多发海域,本文利用MIKE3模型建立了江苏辐射沙洲重点海域三维水动力模型,并采用实测资料对模型进行验证和率定;在水动力模型的基础上建立绿潮漂移扩散模型,对江苏海域绿潮漂移路径进行了模拟并与卫星遥感监测的结果进行对比。对比结果表明,模型24 h和48 h模拟结果与卫星遥感图像分析结果较吻合,模型能为江苏海域绿潮的预警预报提供一定参考。  相似文献   

Analytical and empirical models for predicting the drift capacity of modern unreinforced masonry walls     

Bastian Valentin Wilding  Katrin Beyer 《地震工程与结构动力学》2018,47(10):2012-2031

Displacement‐based seismic assessment of buildings containing unreinforced masonry (URM) walls requires as input, among others, estimates of the in‐plane drift capacity at the considered limit states. Current codes assess the drift capacity of URM walls by means of empirical models with most codes relating the drift capacity to the failure mode and wall slenderness. Comparisons with experimental results show that such relationships result in large scatter and usually do not provide satisfactory predictions. The objective of this paper is to determine trends in drift capacities of modern URM walls from 61 experimental tests and to investigate whether analytical models could lead to more reliable estimates of the displacement capacity than the currently used empirical models. A recently developed analytical model for the prediction of the ultimate drift capacity for both shear and flexure controlled URM walls is introduced and simplified into an equation that is suitable for code implementation. The approach follows the idea of plastic hinge models for reinforced concrete or steel structures. It explicitly considers the influence of crushing due to flexural or shear failure in URM walls and takes into account the effect of kinematic and static boundary conditions on the drift capacity. Finally, the performance of the analytical model is benchmarked against the test data and other empirical formulations. It shows that it yields significantly better estimates than empirical models in current codes. The paper concludes with an investigation of the sensitivity of the ultimate drift capacity to the wall geometry, static, and kinematic boundary conditions.  相似文献   

基于FEA的填充墙与隔震器协同抗震系统性能分析          下载免费PDF全文

李然 《地震工程学报》2018,40(5):891-896

隔震器与填充墙对建筑抗震性能有很大作用。为了探究填充墙布置形式及填充材料和隔震器协同作用对钢筋混凝土框架结构动力特性及抗震性能的影响,采用等效斜撑理论,对3种不同填充墙布置形式与隔震器协同作用的抗震系统方案进行对比分析,研究发现顶层不布置填充墙与隔震器协同抗震系统钢筋混凝土框架结构的抗震性能最佳。在此系统上分析了不同填充材料对钢筋混凝土框架结构抗震性能的影响,结果表明,加气混凝土砌块填充墙的钢筋混凝土框架结构抗震性能最好。  相似文献   

考虑方位漂移的水平井井眼轨道设计   总被引：1，自引：1，他引：0       下载免费PDF全文

王世栋  张志刚  耿雪樵  于彦江  陈奇 《探矿工程》2018,45(7):14-18

目前,深层页岩气水平井在钻井过程中经常出现方位漂移的问题,方位漂移严重影响了水平井的井眼轨迹控制,进而影响水平井的准确中靶。在现场施工中,通常根据施工区以前的钻井经验,在进行定向造斜时,先估计出一个“方位超前角”,这种现场的做法有着很大的不确定性,并且可能出现较大误差。本文提出了考虑方位漂移的水平井井眼轨道优化设计的方法,解决了仅凭现场经验给出的“超前角”不准确的问题。考虑方位漂移的水平井井眼轨道优化设计按照井段划分,将地层因素与井身剖面结合起来求取井段的平均方位漂移率。根据该方法研制开发了考虑方位漂移的水平井井眼轨道优化设计软件,并通过举例进行了验证,证明了方法是可行的。  相似文献