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921.
目的预测直升机振动响应。方法采用中等变形梁理论建立直升机旋翼桨叶结构有限元模型,以准定常气动力模型及Pitt动态入流理论模拟旋翼上的气动作用力,结合旋翼结构及气动模型形成旋翼动力学分析模型,并以旋翼动力学试验结果验证模型的正确性。基于Patran建立直升机机体动力学模型,根据旋翼动力学分析结果,筛选并提取机体模态信息。结果耦合旋翼动力学及机体动力学模型,形成直升机全机耦合动力学分析模型,采用时间有限元方法求解耦合模型,以此模型进行直升机机体振动响应预测及与试验对比分析研究。结论该方法机体振动响应计算值与试验值变化规律相同。 相似文献
922.
目的 提出一种飞机典型液压管路全状态考核试验方法,同时考虑液压管路内部高压高速液压油流动和外部振动环境耦合产生的响应。方法 从飞机典型舱位液压管路系统中抽取出液压管路及其支持结构试验件,模拟出液压管路安装的机体支持刚度,通过液压回路组件模拟飞机液压管路内液压油的流动环境,以及通过振动台组件模拟飞机舱位振动环境这两个液压管路疲劳寿命的主要影响要素。结果 通过设计的试验能同时施加液压管路疲劳寿命主要影响因素环境。结论 针对目前飞机液压管路地面模拟试验环境和空中飞行状态有较大差异,文中提出了一种飞机典型液压管路全状态考核试验方法,通过该试验可为液压管路减振优化设计提供试验依据。 相似文献
923.
Zhulu Lin Tong Lin Siew Hoon Lim Michael H. Hove William M. Schuh 《Journal of the American Water Resources Association》2018,54(1):225-239
The Bakken shale play in western North Dakota is one of the largest unconventional oilfields in the United States, but published research about impacts on the region's water resources is rare. In this study, besides examining North Dakota water management policies and activities, we also analyzed three datasets: the Bakken horizontal well completion data (2008‐2014), North Dakota permitted water consumption data (2000‐2014), and groundwater level and streamflow observations in western North Dakota (2000‐2014). We found from 2008 to 2014, the annual total industrial water uses for Bakken shale oil development ranged between 0.5 and 10% of statewide total consumptive water use. The percentage increases were between 3.0 and 40% within the Bakken oil production region. The increased population of temporary oilfield service workers contributed additional domestic water use, which was equivalent to ~15% of annual industrial water use for the shale oil development in the Bakken. Despite being in a semiarid region, the impact of Bakken development on regional water supply was limited because the water in the Bakken was adaptively managed and the region received on average over 20% more precipitation than normal during 2008‐2014. Of the 15 glaciofluvial aquifers under study, 12 have seen water levels increasing or unchanged and the water levels for the remaining 3 aquifers have decreased. 相似文献
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926.
分析了增设高承台支座的单晶炉的自振特性.根据设备对环境振动的高要求,首先分析并计算环境振动对其影响,给出振动加速度反应谱曲线,按照单自由度体系对加支座的单晶炉进行强迫振动分析;然后按基本烈度8度分析并计算设备的水平地震作用及其效应. 相似文献
927.
为了解决居住在高层建筑中的人们遇险后安全疏散的问题,研究出一种新颖的无动力链梯逃逸系统。在没有电力资源的情况下,既要解决循环链梯缓降速度,实现平滑控制的问题,又要解决系统长期处于闲置状态,而不影响其可靠性的问题。提出了循环链梯缓降速度多组并联控制的方案;采用液压式并联控制机构,很好地解决了链梯缓降速度的平滑控制及其可靠性的问题;并成功地研制出循环链梯的试验装置,经实际的性能测试表明,具有启动负荷小、运行平稳、工作可靠的特点。 相似文献
928.
Creighton R. Omer E. James Nelson Alan K. Zundel 《Journal of the American Water Resources Association》2003,39(2):467-475
ABSTRACT: Current data collection technologies such as light detection and ranging (LIDAR) produce dense digital terrain data that result in more accurate digital terrain models (DTMs) for engineering applications. However, such data are redundant and often cumbersome for hydrologic and hydraulic modeling purposes. Data filtering provides a means of eliminating redundant points and facilitates model preparation. This paper demonstrates the impact of varied data resolution on a case study completed for a 2.3 mi2 area with mild slopes (about 001 ft/ft) along Leith Creek near Laurinburg, North Carolina. For the original data set and seven filtered data sets, filtering induced changes in elevation, area, and hydraulic radius were determined for 10 water depths at 23 cross sections. Water surface elevations resulting from HEC‐RAS (Hydrologic Engineering Center‐River Analysis System) models for each data set were then compared. A hydraulic model sensitivity analysis was also conducted to compare filtering error to error introduced by variation in flow rates and roughness values. Finally, automated floodplain delineation was performed for each filter level based on the computed hydraulic model results and the filtered LIDAR elevations. Data filtering results indicate that significant time savings are achieved throughout the modeling process and that filtering to four degrees can be performed without compromising cross‐sectional geometry, hydraulic model results, or floodplain delineation results. 相似文献
929.
William V. Sweet Jens W. Geratz 《Journal of the American Water Resources Association》2003,39(4):861-871
ABSTRACT: Bank full hydraulic geometry relationships relate stream channel geometry to watershed size for specific physiographic regions. This paper presents bank full hydraulic geometry relationships and recurrence intervals for the Southeastern Plain coercion and the flat woods subtype of the Middle Atlantic Coastal Plain ecoregion found within North Carolina's Coastal Plain physiographic province. Cross‐sectional and longitudinal survey data from gated and unpaged streams were used to compute channel dimension and profile information. Power functions were developed, relating drainage area to bank full discharge, cross‐sectional area, width, and mean depth. Recurrence intervals of bank full events were estimated from gagged streams using both a Log‐Pearson Type III distribution of peak annual discharge and a partial‐duration series of average daily discharge. Results from both methods indicate that average bank full recurrence intervals for the study area are below one year. Determinations of recurrence intervals by the Log‐Pearson Type III distribution were for the most part inconclusive (less than one year), while a partial duration series estimated a 0.19 year average, ranging from 0.11 to 0.31 years. 相似文献
930.