共查询到20条相似文献，搜索用时 31 毫秒
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Hydraulic impact perforator is powerful tools for trenchless project. It has advantages in cabinet structure, low cost, long life and easy protected. Compared with pneumatic DTH, the hydraulic impact spear worked under high pressure and using uncompressible fluid thusgreater impact energy and higher efficiency can be supported. The authors founded the dynamic simulation model of HDI-146 hydraulic impact spear. The project for solving the differential equation was suggested also. By means of virtual machine technology, the dynamic mechanism of HDI-146 can be explored and tutoring us to optimize the structural parameters can be made. 相似文献
2.
WANG Qing-yan YIN Kun CHEN Bao-yi JI Sheng-li College of Construction Engineering Jilin University Changchun Jilin China 《东北亚地学研究》2005,(Z1)
Hydraulic impact perforator is powerful tools for trenchless project. It has advantages in cabinet structure, low cost, long life and easy protected. Compared with pneumatic DTH, the hydraulic impact spear worked under high pressure and using uncompressible fluid thusgreater impact energy and higher efficiency can be supported. The authors founded the dynamic simulation model of HDI-146 hydraulic impact spear. The project for solving the differential equation was suggested also. By means of virtual machine technology, the dynamic mechanism of HDI-146 can be explored and tutoring us to optimize the structural parameters can be made. 相似文献
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Local scour, a non-negligible factor in hydraulic engineering, endangers the safety of hydraulic structures. In this work, a numerical model for simulating local scour was constructed, based on the open source code computational fluid dynamics model OpenFOAM. We consider both the bedload and suspended load sediment transport in the scour model and adopt the dynamic mesh method to simulate the evolution of the bed elevation. We use the finite area method to project data between the three-dimensional flow model and the two-dimensional (2D) scour model. We also improved the 2D sand slide method and added it to the scour model to correct the bed bathymetry when the bed slope angle exceeds the angle of repose. Moreover, to validate our scour model, we conducted and compared the results of three experiments with those of the developed model. The validation results show that our developed model can reliably simulate local scour. 相似文献
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定水头注水引起的含水层水平运动和应变 总被引：2，自引：2，他引：0
基于含水层固体颗粒与孔隙水不可压缩的假设 ,本文导出了单井注水情况下泰斯承压含水层水平运动速度与水头之间的基本关系式。然后利用注水井壁处的应力、应变边界条件 ,进一步导出了单井定水头注水引起的泰斯承压含水层水平运动速度、位移和应变解析表达式。该水平位移与应变由两部分组成 :一部分为由注水压力本身引起的经典弹性力学解项 ,它仅随半径而变化 ,与注水时间无关 ;另一部分为由地下水头变化引起的水动力学位移和应变解项。其中 ,含水层水动力学水平位移随时间加长呈指数增长特征 ,水动力学径向应变则表现为近井处拉张、远井处挤压的分区特征 ,且近井拉张区随时间加长逐渐向外扩展。单井注水含水层水动力学水平位移、应变解的导出 ,完善和发展了单孔内压经典弹性平面力学问题解 相似文献
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基于Brovey融合与HSV锐化的ASTER影像绿地信息提取分析 总被引：1，自引：1，他引：0
为了突出图像的边缘、线状目标或某些亮度变化率大的部分,生成边缘图像,运用Brovey融合和HSV锐化方法,对广州市部分地区的ASTER遥感影像进行处理,然后,对两种方法分别处理后的图像,采用平行六面体法监督分类,提取城市用地信息,并对分类后的图像进行对比试验,着重对城市绿地信息的提取进行分析,探究ASTER遥感数据的两种影像处理方法对城市绿地信息的提取效果,及其空间分布为城市生态评价和景观生态建设提供必要的基础数据。通过对比试验,结果显示:Brovey方法较好地显示城市绿地的分布状况,可作为城市绿地动态监测的判别方法之一;融合后的影像能够清晰地显示研究区城市绿地的分布结构及毗邻关系;通过采用区域放大、勾画不同地类边缘轮廓、配合人工解译等工作,能够增加城市绿地与其他用地类型的差异,突显城市绿地的分布、结构、生态学特征。 相似文献
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目前,国内土地整治项目管理工作已趋入正规化,各项制度建设较为完善,但普遍存在项目规划设计调查不充分,实施难以有效监管,设计目标完成情况难以落实,档案管理难以规范等不足之处。为转变传统的土地整治低效管理模式,提高管理效率,实现项目管理模式的专业化、精准化、高效化。基于"互联网+"与地理信息系统技术,创新土地整治项目管理模式,在国内首次开发了包含移动巡查填报、移动端采集监管、土地综合项目巡查监管展示和土地综合项目动态监管四大功能模块的土地综合项目动态监管系统,突破了办公环境的限制,实时传输项目的信息,接受社会的广泛监督,减少人工作业条件下的人为干扰因素,科学考核土地整治工作,实现对土地整治项目的高效监管,促进土地资源保护和合理利用。 相似文献
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A double-sided slope with high water content in sandy clay was considered under the action of seismic load. Its failure mode and dynamic response were investigated using a hydraulic servo shaking table test. The typical characteristic of failure mode and dynamic responses of the double-sided slope were analyzed. Experimental results show that slope failure undergoes a process of progressive deformation. The slope failure mode can be explained as creep sliding landslide. AFA (Amplification Factor of Acceleration) at the surface and inner parts of the slope shows an increasing trend with the increase of relative elevation. The relationship between AFA and EAA (Excitation Amplitude of Acceleration) is nonlinear. An empirical formula is proposed to describe preferably the relationship between AFA, relative elevation and dimensionless EAA. The AFA at the middle and upper parts of the slope increases apparently with increasing EFA (Excitation Frequency of Acceleration). 相似文献
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随着全球气候变化加剧和城市化进程的发展,暴雨洪涝灾害对城市社会经济活动造成的影响越来越严重。作为量化灾害影响程度、社会经济损失与风险评估的重要方法,城市洪涝灾害脆弱性研究对洪涝灾害风险管理与规划具有重要意义。目前,城市脆弱性的内涵进一步延伸,脆弱性指标体系不断丰富,所取得的研究成果能够反映一定时期内城市洪涝灾害脆弱性的整体特征,却无法同时有效地解决城市洪涝灾害脆弱性的空间非均匀性问题和动态计算问题。本文从脆弱性的动态特征出发,提出了城市洪涝灾害动态脆弱性计算方法,建立了城市洪涝灾害脆弱性量化模型与面向洪涝灾害脆弱性计算的多智能体模型,形成了基于多智能体的城市洪涝灾害脆弱性计算方法。在NetLogo平台上,利用智能体模型对浙江省丽水市城区的动态脆弱性进行了仿真模拟。研究结果表明该模型有助于发现不同时空条件下城市存在的“脆弱区”,为城市洪涝灾害脆弱性的时空分异特征分析、区域脆弱性的精细化评价提供方法支撑,能够为缓解措施的实施和洪涝灾害的精细化管理提供有效指导。 相似文献
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The hydraulic system is the key component in the widely used wave energy converters (WEC). In this paper, we theoretically analyze and describe our investigation of the efficiency of the hydraulic system by simulation and model testing of the combined heaving-buoy WEC. We derive a new governing equation that includes nonlinear hydraulic resistance in the power take-off (PTO). We conducted a physical model experiment based on a 100-kW prototype and applied a hydraulic system with an energy accumulator. The model test results reveal an important parameter related to efficiency with respect to nonlinear hydraulic resistance. We also studied the relationship between the efficiency and the initial conditions. Finally, based on our numerical simulation results, we discuss the effect on efficiency of the gas content of the hydraulic fluid and ways to reduce its impact. 相似文献
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长江三峡库区(奉节-巴东段)移民工程遥感动态监测 总被引：2，自引：0，他引：2
在长江三峡库区移民工程中 ,我们采用 ETM+、SPOT、IKONOS等多源、多时相、多分辨率航天、航空遥感数据组合 ,监测移民工程的动态变化 ,通过对库区奉节 -巴东段移民搬迁建与安置、新开发用地分布、土地利用与土地结构变化、地质灾害及衍生地质灾害与防治、库区环境及生态平衡与改善经济结构以及移民工程遥感动态监测等 ,取得突破性进展 ,获取了一批重要成果。为三峡移民工程进一步全面、安全地实施、改进规划管理工作及库区经济可持续发展 ,提供了科学依据和决策性建议。 相似文献
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自“一带一路”倡议提出以来,中国企业在“一带一路”沿线国家投资、承建了大量基础设施项目,这些项目在促进当地经济发展的同时,不可避免地给当地生态环境带来一定的影响。目前国内主要采用统计调查等方法进行监管,缺乏直接的境外工程监管手段。遥感技术能为境外工程项目监管提供新方法、新手段,但地面调查数据难以获取是境外项目监管面临的重要问题。针对该问题,本文以迪拜哈翔清洁能源电站项目为例,结合遥感技术（RS）和地理信息系统（GIS）的优势,提出了一种境外工程的遥感监管方法。① 针对生态环境影响和工程建设进度两项监测内容,建立了遥感监测技术指标体系;② 基于2016—2018年30 m 分辨率的Landsat 8影像和0.5 m分辨率的WorldView-2影像,利用像元二分模型原理、基态修正模型等方法,从植被覆盖度变化、生态空间占用、自然保护区域影响、工程设施建设、施工附属设施变化5个方面对项目生态环境影响和建设进度情况进行监测;最后通过时序影像和监测产品对比,分析了工程建设对生态环境的影响和工程建设进度情况。结果表明：① 该方法能反映工程在建设过程中对周围生态环境的影响,能准确地监测出迪拜哈翔清洁能源电站的建设进度,对“一带一路”其它境外项目建设的监管具有重要参考意义;②项目建设后无大面积植被覆盖度降低的现象,植被覆盖度总体由低区间向高区间转化;③ 项目施工占用沙地1.4780 km2,港口建设填海面积达0.1246 km2,0.0604 km2的湿地被改为施工沉淀池,没有占用耕地;④ 通过转移海底珊瑚、设置防淤帘、预留海龟产卵通道等措施有效地减少了该项目对Jebel Ali海洋生态保护区的影响;⑤ 工程设施和附属设施建设进展明显,建筑面积增加了0.14 km2,港口建设围堰总长达3.785 km。 相似文献
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耕地占补平衡是我国落实耕地保护基本国策的重要手段,通过对城镇建设与经济发展占用耕地进行及时补充,有力保障规划期内耕地总量的动态平衡,兼顾发展与粮食安全之间的关系。通过调查东营市"十二五"期间部分未利用地开发项目可以看出,在政府统管模式下的未利用地开发容易引发评审、设计、实施、管护等多方面问题。由于缺乏申请主体与管理主体之间的合理区分,造成未利用地开发项目的相应环节难以客观公正地运行和落实。而且因缺乏合理的政府农业补贴机制及明确的产权构架,造成实际从业人员对未利用地开发的热情不高,缺乏发挥未利用地开发效益的长效机制。结合项目管理改革环节存在的问题,可以看出采用基金化管理和开放式市场运行的未利用地开发模式则有助于实现部门职能整合,将项目建设与后期管护紧密结合起来,实现未利用地开发项目的可持续管理与利用。基金模式的实现必须统筹考虑政府角色定位、职能转变、产权制度等多方面因素,以实现改革创新审慎、稳步推进。 相似文献
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Mountainous torrents often carry large amounts of loose materials into the rivers, thus causing strong sediment transport. Experimentally it was found for the first time that when the intensive sediment motion occurs downstream over a gentle slope, the siltation of the riverbed is induced and the sediment particles can move upstream rapidly in the form of a retrograde sand wave, resulting in a higher water level along the river. To further study the complex mechanisms of this problem, a sediment mass model in the framework of the Smoothed Particle Hydrodynamics(SPH) method was presented to simulate the riverbed evolution, sediment particle motion, and the generation and development of dynamic hydraulic jump under the condition of sufficient sediment supply over a steep slope with varying angles. Because the sediment is not a continuous medium, the marker particle tracking approach was proposed to represent a piece of sediment with a marked sediment particle. The twophase SPH model realizes the interaction between the sediment and fluid by moving the bed boundary particles up and down, so it can reasonably treat the fluid-sediment interfaces with high CPU efficiency. The critical triggering condition of sediment motion, the propagation of the hydraulic jump and the initial siltation position were all systematically studied. The experimental and numerical results revealed the extra disastrous sediment effect in a mountainous flood. The findings will be useful references to the disaster prevention and mitigation in mountainous rivers. 相似文献
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工程建设改变地下水流场危及建筑物的安全。以济南经十路沿线大型地下综合体为例, 通过数值模拟计算工程建设对地下水渗流场的影响, 并建立了地下水流场修复模型。结果表明: 地下空间结构会阻挡地下水运移, 地下水水位壅高造成地基承载力降低; 将地下工程设置导流措施后, 其迎水面水位随时间呈现衰减趋势, 且越接近天然状态水位衰减速率越慢; 因地层结构差异, 壅高水位基本回落的时间存在较大差异; 不同地质条件下流场修复所需导流井数量与导流几何体结构参数呈负相关关系, 所需导流井数量的预测方程反映了地质条件的复杂性和多变性。除导流几何体自身结构外, 围岩水力梯度与渗透系数对导水能力产生影响, 其中渗透系数大小制约导水速率的快慢, 水力梯度则控制导水行为的发生。导流措施的实施可减小工程建设对地下水环境的影响, 确保地下工程建设对水环境影响可控。 相似文献
16.
采用状态空间法预测多区域室内环境中颗粒物的动态传输过程;在状态空间模型里,通过矢量、矩阵等概念,刻画颗粒物演化规律的微分方程组以状态方程的形式紧凑地表示;基于状态空间法的解析解,对气载颗粒物的动态传输特性进行了详细的定性分析。通过定性分析表明系统的原点平衡状态是渐进(李亚普诺夫意义下)稳定的;导出了计算系统最小衰减率的公式,该公式将系统矩阵的特征值与最小衰减率直接联系起来;进一步分析了系统参数对衰减率的影响,分析表明可以定义一个新的综合去除系数。 相似文献
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在试验块体分别为明置与埋置情形时,利用激振器对某工程场地天然地基分别进行竖向、水平回转及扭转稳态强迫振动试验。试验结果表明,埋置情形试验的动力特性参数值均大于明置情形试验相应值;同种试验情形下,地基第一振型共振频率竖向最大,水平回转向其次,扭转向最小;土的参振质量均远大于基础本身质量。 相似文献
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传统土地整治项目专家评审存在着评审周期较长,评审效率较低,评审结果意见不透明、不真实,且受时间、空间限制的缺点。该文在阐述传统专家评审系统的流程及不足的基础上,提出土地整治项目网上专家评审系统的构想及研究。该系统基于B/S(浏览器/服务器)结构的Web应用程序,能够实现无需安装、实时交互、跨越地域限制,使得专家能够在任何地点使用有互联网的电脑、平板进行项目的论证评审。系统具备用户管理、评审打分、数据处理、项目归档、资金流转、网络安全等多种模块,并且实现专家指派、项目可行性研究报告论证、项目规划设计方案评审、项目竣工验收、专家评审结果统计及发布、专家评审费用发放等功能。总体实现土地整治项目专家评审的整个流程,提高专家评审的工作效率,使得土地整治项目专家评审更加规范化,透明化。 相似文献
20.
Chun-liang Dong Guang-ming Zhao Xiao-yu Lu Xiang-rui Meng Ying-ming Li Xiang Cheng 《山地科学学报》2018,15(5):1115-1128
The unloading effect of the excavation of deep roadways has been considerably studied, but most research methods have been limited to numerical simulations and field measurements. Only a few have adopted experimental methods for similar simulations. On the basis of the theory of mechanics, the testing system is designed considering initial geostress and dynamic unloading. The system includes an impact unloading gear and in-situ stress loading equipment, and a designed three-link structure and the impact hammer can effectively realize the dynamic excavation of roadways. Meanwhile, a cyclic excavation similar simulation experiment on a deep roadway is conducted in a laboratory. The testing system and the relevant monitoring facilities are utilized, and the unloading effect inside the surrounding rock under the cyclic dynamic excavation is studied. Results show that the cyclic dynamic excavation causes significant unloading only in the nearby rock mass, and the unloading indicators show nonlinear changes. Moreover, when the lateral pressure coefficient is 1.2, the damage is concentrated on both roadsides due to the excavation unloading. Meanwhile, the damage gradually decays as the span increases. 相似文献