期刊文献+
共找到10篇文章
< 1 >
每页显示 20 50 100
Impact of time lags on diurnal estimates of canopy transpiration and canopy conductance from sap-flow measurements of Populus cathayana in the Qinghai–Tibetan Plateau 被引量:3
1
作者 Hui Wang Kangning He +4 位作者 Runjie Li Zhuping Sheng Yun Tian Jun Wen Bo Chang 《Journal of Forestry Research》 SCIE CAS CSCD 2017年第3期481-490,共10页
Recently, canopy transpiration (Ec) has been often estimated by xylem sap-flow measurements. However, there is a significant time lag between sap flow measured at the base of the stem and canopy transpiration due to... Recently, canopy transpiration (Ec) has been often estimated by xylem sap-flow measurements. However, there is a significant time lag between sap flow measured at the base of the stem and canopy transpiration due to the capacitive exchange between the transpiration stream and stem water storage. Significant errors will be introduced in canopy conductance (gc) and canopy transpiration estimation if the time lag is neglected. In this study, a cross-correlation analysis was used to quantify the time lag, and the sap flowbased transpiration was measured to pararneterize Jarvistype models of gc and thus to simulate Ec of Populus cathayana using the Penman-Monteith equation. The results indicate that solar radiation (Rs) and vapor pressure deficit (VPD) are not fully coincident with sap flow and have an obvious lag effect; the sap flow lags behind Rs and precedes VPD, and there is a 1-h time shift between Eo and sap flow in the 30-min interval data set. A parameterized Jarvis-type gc model is suitable to predict P. cathayana transpiration and explains more than 80% of the variation observed in go, and the relative error was less than 25%, which shows a preferable simulation effect. The root mean square error (RMSEs) between the predicted and measured Ec were 1.91×10^-3 (with the time lag) and 3.12×10^-3cm h^-1 (without the time lag). More importantly, Ec simulation precision that incorporates time lag is improved by 6% compared to the results without the time lag, with the mean relative error (MRE) of only 8.32% and the mean absolute error (MAE) of 1.48 × 10^-3 cm h^-1. 展开更多
关键词 canopy transpiration Model - Populuscathayana Qinghai-Tibetan Plateau Sap flow Time lags
下载PDF
Experimental investigation of the effect of Reynolds number on flow structures in the wake of a circular parachute canopy 被引量:3
2
作者 Zhe-Yan Jin Sylvio Pasqualini Bo Qin 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2014年第3期361-369,共9页
In the present study, an experimental study was conducted to characterize the effect of Reynolds number on flow structures in the turbulent wake of a circular parachute canopy by utilizing stereoscopic particle image ... In the present study, an experimental study was conducted to characterize the effect of Reynolds number on flow structures in the turbulent wake of a circular parachute canopy by utilizing stereoscopic particle image velocime- try (Stereo-PIV) technique. The parachute model tested in the present study was attached by 28 nylon suspension lines and placed horizontally at the test section center of the wind tunnel. The obtained results showed that with the in- crease of Reynolds number, the intensities of the vortices near the downstream region of the canopy skirt were found to increase accordingly. However, the increase of Reynolds number did not result in a significant change in ensemble- averaged normalized x-component of the velocity, ensembleaveraged normalized vorticity, normalized Reynolds stress, and normalized turbulent kinetic energy distributions in the turbulent wake of the circular parachute canopy. The obtained results are very useful to further our understanding about the unsteady aerodynamics in the wake of flexible circular parachute canopies and to constitute a reference for CFD computation. 展开更多
关键词 Stereo-PIV Circular parachute - canopy Flexible Turbulent wake
下载PDF
铁路桥式中间车站无站台柱雨棚托架结构分析
3
作者 郭占月 《铁道工程学报》 EI 北大核心 2014年第4期98-102,共5页
研究目的:铁路中间站桥式车站无站台柱雨棚,主体结构形式通常采用拱形。采用Midas Gen软件对无站台柱雨棚托架在各项荷载工况作用下(恒载含自重、屋面活载、风荷载、温度作用以及水平地震作用)进行结构静力分析,提出无站台柱雨棚托架在... 研究目的:铁路中间站桥式车站无站台柱雨棚,主体结构形式通常采用拱形。采用Midas Gen软件对无站台柱雨棚托架在各项荷载工况作用下(恒载含自重、屋面活载、风荷载、温度作用以及水平地震作用)进行结构静力分析,提出无站台柱雨棚托架在各荷载工况下的受力和变形控制因素,以及工程设计时应注重的问题。研究结论:(1)铁路桥式中间站无站台柱雨棚,主体结构一般呈拱形,使托架结构承受两个方向的弯矩和剪力,由于剪力相对于杆轴偏心,因此也承受着扭矩,是典型的弯剪扭构件;(2)温度变化将引起托架结构一定程度的应力和应变,尤其是钢管桁架托架在温度作用下,托架结构的应力和轴向变形比较大;(3)预应力钢筋混凝土梁托架结构,在温度应力作用下易引起出现混凝土开裂现象,设计时应考虑托架结构合理分缝,以避免应力和变形累积;(4)本文对钢管桁架托架结构的分析方法与研究成果,对铁路中间站桥式车站的结构设计具有一定的参考价值。 展开更多
关键词 铁路中间站 无站台柱雨棚 托架结构
下载PDF
车站无柱雨棚流固耦合及多种载荷组合分析研究 被引量:2
4
作者 杨惠东 柳兴勇 +2 位作者 王士裴 张永立 雷先华 《铁道工程学报》 EI 北大核心 2008年第8期96-100,共5页
研究目的:应用ANSYSCFX高级流体动力学软件模拟高速列车通过车站时站内流场和压力场的变化情况,并用ANSYS独有的流固耦合分析技术,研究这种流场、压力场的变化对无柱雨棚结构变形、应力等的影响。研究结论:高速列车单向通过时,竖直方向... 研究目的:应用ANSYSCFX高级流体动力学软件模拟高速列车通过车站时站内流场和压力场的变化情况,并用ANSYS独有的流固耦合分析技术,研究这种流场、压力场的变化对无柱雨棚结构变形、应力等的影响。研究结论:高速列车单向通过时,竖直方向的最大变形量为0.662mm;双向通过时,竖直方向最大变形量为0.775mm。不考虑温度影响时,在其它各种组合载荷的作用下,雨棚桁架竖直方向的变形最大,并且方向向下。考虑温度影响时,负温度使雨棚收缩,增大了雨棚桁架竖直向下的变形;正温度使雨棚膨胀,抵消了一部分竖直向下的变形,使雨棚桁架竖直向下的变形量减小。从强度角度来看,在所计算的载荷条件下,最大应力均低于材料的屈服极限,该雨棚是可行的。 展开更多
关键词 无柱雨棚 桁架 载荷组合 温度 变形 应力
下载PDF
Tracking leaf area index and coefficient of light extinction over the harvesting cycle of black wattle 被引量:1
5
作者 Aiexandre Behling Carlos Roberto Sanquetta +4 位作者 Ana Paula Dalla Corte Sylvio Pellico Netto Aurelio Lourenco Rodrigues Braulio Otomar Caron Augusto Arlindo Simon 《Journal of Forestry Research》 SCIE CAS CSCD 2016年第6期1211-1217,共7页
The amount of photosynthetic radiation inter- cepted by a crop is a function of the incident solar radiation on the plants, the leaf area index (LAI), and the light extinction coefficient (k). We quantified LAI an... The amount of photosynthetic radiation inter- cepted by a crop is a function of the incident solar radiation on the plants, the leaf area index (LAI), and the light extinction coefficient (k). We quantified LAI and k in stands of black wattle (Acacia mearnsii De Wild.) over a 7-year growth cycle at two locations in the state of Rio Grande do Sul, Brazil. Our study was conducted in commercial stands in agroecological regions with high densities of black wattle plantations. LAI was calculated as the ratio between the leaf area of a tree and its planting space, and k was derived from Beer's law. LAI depends on the planting site and stand age. Between the two sites, the LAI was similar over time, the amount of variation differed. Values of k depended only on stand age, with the highest average observed for stands up to 5 years old. The trend of k during the plantation cycle was inversely proportional to LAI and was correlated with LAI, leaf area, leaf dry mass, canopy volume, height, branches dry mass, total dry mass, and crown diameter. 展开更多
关键词 Leaf area - Light attenuation Tree canopy BIOMASS Photosynthetic radiation intercepted
下载PDF
铁路旅客站场营业线下长地道施工技术 被引量:2
6
作者 朱勤深 《铁道建筑技术》 2010年第11期84-88,共5页
结合广州客站内京广线K2265+759.28处1×6.0 m某公交化地道的施工实例,针对该工程所处的特殊地理位置和复杂的外界干扰因素,就如何克服施工中的技术难题,以及实施可行的施工方案来介绍在旅客站场内铁路营业线下长地道施工技术及组... 结合广州客站内京广线K2265+759.28处1×6.0 m某公交化地道的施工实例,针对该工程所处的特殊地理位置和复杂的外界干扰因素,就如何克服施工中的技术难题,以及实施可行的施工方案来介绍在旅客站场内铁路营业线下长地道施工技术及组织要点,可作为类似工程施工参考。 展开更多
关键词 铁路站场 雨棚柱加固 运输安全
下载PDF
新旧规范中雨篷建筑面积计算规则解析与对比
7
作者 郑秋洪 崔秀琴 +2 位作者 郑锦仰 罗发松 蒋李霞 《福建建筑》 2016年第4期82-85,105,共5页
通过图例,采用对比法,全面解析12种雨篷在新旧规范中建筑面积计算结果的差异,这种差异直接影响了单项工程建筑面积,场地平整工程量、建设规模及工程单方造价经济指标的确定。出现差异的原因是:2005建筑面积规范中,不考虑雨篷柱子以及顶... 通过图例,采用对比法,全面解析12种雨篷在新旧规范中建筑面积计算结果的差异,这种差异直接影响了单项工程建筑面积,场地平整工程量、建设规模及工程单方造价经济指标的确定。出现差异的原因是:2005建筑面积规范中,不考虑雨篷柱子以及顶盖的高度对雨篷建筑面积计算的影响,只考虑雨篷挑出宽度是否在2.10m以上;2013建筑面积规范中,需要考虑雨篷柱子、雨篷顶盖高度以及挑出宽度对雨篷建筑面积计算的影响。 展开更多
关键词 建筑面积 雨篷 挑出宽度 雨篷柱 顶盖高度
下载PDF
基于ARM和GPRS的高铁雨棚振动响应监测系统
8
作者 杨昕 安晓静 《承德石油高等专科学校学报》 CAS 2019年第5期54-58,共5页
针对当前高速铁路雨棚振动响应监测系统存在价格昂贵、耗费大量人力物力、雨棚上铺设线路困难等问题,设计了一种远距离智能化的无线高铁雨棚振动监测系统,以ARM系列的树莓派、GPRS通信模块、阿里云服务器等模块组成数据监测系统,实现高... 针对当前高速铁路雨棚振动响应监测系统存在价格昂贵、耗费大量人力物力、雨棚上铺设线路困难等问题,设计了一种远距离智能化的无线高铁雨棚振动监测系统,以ARM系列的树莓派、GPRS通信模块、阿里云服务器等模块组成数据监测系统,实现高速铁路环境下对高铁雨棚振动响应参数的自动采集、存储和无线网络传输,并在阿里云服务器端提取数据加以分析。实验结果表明,该系统可以对自然风状态下、高速列车过站时风致振动响应下雨棚的振动响应变化进行全方位、多角度的实时监测。 展开更多
关键词 无柱雨棚 风致振动 高速铁路 振动响应
下载PDF
大跨度无站台柱雨棚钢桁架结构施工与控制
9
作者 潘宏飞 《山西建筑》 2010年第31期121-122,共2页
结合九江站无站台柱雨棚工程的施工实践,简要介绍了大跨度无站台柱雨棚钢桁架结构的施工方法,并给出了其施工控制措施,从而为同类工程的施工与控制积累了经验。
关键词 无站台柱 雨棚 钢桁架 施工
下载PDF
拱形钢棚在冰雪荷载作用下倒塌事故分析 被引量:3
10
作者 周庆荣 付小超 熊进刚 《建筑科学》 北大核心 2009年第5期81-84,共4页
介绍了一拱形钢棚在冰雪荷载作用下坍塌的情况,对其主要构件进行了强度和稳定性验算,分析了钢棚坍塌的原因,最后对存在的一些问题进行了总结。
关键词 拱架 檩条 钢柱 强度 稳定性 坍塌
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部