排序方式： 共有16条查询结果，搜索用时 15 毫秒
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将混沌遗传算法(Chaos Genetic Algorithm,简称CGA)引入高层结构的风振控制优化中,对采用黏弹性阻尼器来控制风振响应的高层结构进行参数优化;用Matlab语言编制了均布法、迭代法、简单遗传算法(Simple Genetic Algorithm,简称SGA)和混沌遗传算法的风振控制优化分析程序;对9个高层结构进行风振控制优化,对比了算法程序的计算效率以及无控、均布、迭代、SGA和CGA工况下的结构风振响应。研究结果表明:混沌遗传算法可以应用于高层结构风振控制优化之中;混沌遗传算法的计算效率比简单遗传算法最高提升了29%;经混沌遗传算法优化后,黏弹性阻尼器附加给结构的附加阻尼比与均布和迭代相比最高分别提高了61%和22%,CGA工况的顶层加速度响应与均布和迭代法相比最高分别减小了14%和12%。为高层结构风振控制优化研究提供了新思路,具有一定的理论价值和实际意义。 相似文献
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深部流体在向上运移的过程中,能够形成垂直-近似垂直的柱状通道,如气烟囱构造、流体逸散管道等。利用高分辨率地震资料,能够直观地对这些柱状地球物理异常进行精细的描述与刻画,从而统计其形态参数。综合不同海域的研究成果,本次研究系统总结归纳了柱状流体运移通道的8个重要参数,分别是发育层位、终止层位、平面形状、直径、高度和宽高比、反射偏移、椭圆率、拟合椭圆方位角。形态参数分别与通道群在平面上的展布方位、特殊的海底异常地貌(如海底麻坑、丘状体等)、深部构造发育与分布(如底辟、断层等)等进行耦合关联,能够进一步揭示柱状流体运移通道的地质含义。可将形态参数分为:(1)从形态学上对柱状通道进行直接分类的参数;(2)指示柱状通道形成诱发因素或形成过程的参数;(3)划分柱状通道幕式流体活动及期次的参数;(4)定义柱状通道中流体活动时间区间的参数;(5)间接反映柱状通道中流体通量相对大小的参数。实际研究过程中,单一形态参数难以准确反映出复杂地质背景下柱状通道的真实地质含义,多参数组合、相互对比验证,能够更好地对柱状流体通道的地质含义做出综合分析。 相似文献
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沉积作用通过聚煤特征、含煤岩系的岩性、岩相组成及其空间组合在一定程度上控制着煤层气的保存条件,我国存在具有一定时空展布规律的6种煤储层/盖层基本条件：浅海－障壁海岸体系对煤储层的封盖能力较强;浅海－无障壁海岸体系多数导致对煤层气的封盖能力变差;近海三角洲体系的封盖沉积条件一般较好;河流体系如果沉积单元结构完整则封盖条件较好,若煤储层直接顶板为河道相或决口扇相粗－中粒砂岩则对煤层气的保存十分不利;湖泊体系对煤储层的封盖能力较强;冲积扇体系的封盖能力总体上极差。沉积体系与煤层气储盖特征以及煤储层含气性之间的这种耦合关系,不仅在华南、华北聚煤区呈现出区域展布规律,而且对于特定矿区煤储层含气量分布具有控制作用,是煤储层含气性预测的重要参考依据。 相似文献
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The changing environment enhances the hydrological cycle and increases the frequency of extreme floods. In this paper, the impacts of climate variability on flood season segmentation are determined and the scientific basis for determining corresponding flood limiting water levels (FLWLs) is provided. Climate variation was determined and then the flood season was divided into several sub-seasons using the results of the set pair analysis method (SPAM) and four indices; peak floods crossing the transitional periods were sampled to obtain a design flood hydrograph; and, finally, seasonal FLWLs were determined for reservoir operation. The performance of this reservoir staging operation was evaluated for a case study in the Chengbihe Reservoir, China. 相似文献
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引入两个负指数型差值函数,估计降雨量的概率分布,以此描述流域降雨空间变异性问题.将降雨量空间统计分布与垂向混合产流模型耦合进行产流量计算,即对地表径流,采用超渗产流模式,根据降雨与土壤下渗能力的联合分布推求其空间分布;对地面以下径流,采用蓄满产流模式,以地表渗入量的均值作为输入,进行简化处理以提高其实用性;最终推导出总产流量概率分布函数计算公式.将流域概化成一个线性水库,并根据随机微分方程理论,推导任一计算时段洪水流量的概率分布,从而构建了一个完整的随机产汇流模型.以淮河支流黄泥庄流域为例进行应用研究,结果表明,该模型可提供洪水过程的概率预报,可用于防洪风险分析,若以概率分布的期望值作为确定性预报,亦具有较高精度. 相似文献
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煤储层厚度与其渗透性及含气性关系初步探讨 总被引：15，自引：3，他引：12
煤储层厚度对其渗透率和含气性具有显著影响。研究表明:华北石炭二叠系煤储层厚度与渗透率的关系明显分布在两个区域,构造煤发育的煤储层其厚度与试井渗透率之间具有负相关趋势,原生结构保存完好的煤储层其厚度与试井渗透率之间关系以渗透率0.5 mD为界,表现出截然相反的两种相关趋势;我国部分地区煤储层含气量具有随厚度增大而增高的规律;我国具有商业性开发价值的煤储层的临界渗透率似乎应在0.5 mD左右。煤储层厚度与渗透率之间关系分别受控于沉积作用、地应力、煤级煤岩特征或构造变形特征,但不同地质背景条件下的主要控制因素可能有所侧重。煤储层厚度越大,煤层气向顶底板扩散的阻力就越大,这也许就是某些地区煤储层厚度与含气量之间具有正相关越势的根本原因。 相似文献
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Weibing Zhu Shengchao Yu Dayang Xuan Zhenjun Shan Jialin Xu 《Arabian Journal of Geosciences》2018,11(18):554
Strip mining was the major method to control surface subsidence when mining under buildings in China; however, its coal recovery ratio was only 30 to 50%, resulting in a large amount of coal resource waste due to the retained strip coal pillars. As such, it is of important significance to recover the retained pillars while guarantee the safety of the buildings at surface. In order to address this issue, excavating strip coal pillars using caving zone backfill technology was proposed in this study. The process of this technology was to grouting backfill the original strip caving zones using high-water content material at first, creating a combined backfill body of caved gangue and high-water content material, the backfill body acted as the temporary support. Then the retained pillars were excavated and the newly produced caving zones were backfilled with one interval, which effectively prevented the movement and deformation of the strata. The backfilling system and technology were designed and trailed to excavate the retained pillars at mining area 911 in Bucun colliery. It was found that the backfilling rate reached 96.8 to 98.7% in the original caving zones, the backfilling body in caving zones was highly compacted, and the maximum surface subsidence was only increased to 67 mm with no growth in the failure depth of floor. The retained coal pillars in three of the mining areas were safely excavated and the safety of buildings on the ground was preserved. 相似文献