松辽流域生态流量赤字及其成因

水资源的过度开发导致了水短缺和水生态退化,因此,提供适宜的生态流量对维护河流健康具有重要意义.以往研究聚焦断面尺度的生态流量及其保障程度,尚未有效剥离上游子流域的影响.本研究以松辽流域为研究对象,运用VMF法、Tessmann-adapted法和Smakhtin-adapted法3种水文学法核算二级水资源区生态流量及1...     

分岔隧道火灾火源位置对临界风速影响的数值模拟分析

为探究分岔隧道火灾火源位置对临界风速的影响规律,使用数值模拟方法对火源位于分岔隧道分岔口前和分岔口后的火灾场景下的临界风速进行研究.研究结果表明:火源位于分岔口后的主隧道时,临界风速明显大于火源位于分岔口前的临界风速;在一定范围热释放速率下,分岔隧道临界风速与热释放速率的1/3次方成正比;在分岔隧道模型中,相同热释放速...     

Defending the Wrist Deviation Test for Carpal Tunnel Syndrome Screening: A Comparison of Vibration Thresholds and Distal Motor Latency

This research used distal motor latency (DML) and vibration thresholds (VT) to evaluate 84 hand activity and wrist deviation combinations to determine the best association with carpal tunnel syndrome (CTS). Female volunteers, 2 healthy and 2 CTS diagnosed, were age matched and operated a keyboard for 4 hrs a day. Room temperature was 28°C(±2). Beginning DML and VT were taken with a relaxed neutral posture hand. The wrist was deviated in a randomly selected combination, and determinations were taken at 5-min intervals. The trial ended at 20 min or when discomfort was felt. The CTS conditions were discriminated by pain four times, DML once, and VT 14 times. Vibrometry was the most consistent CTS discriminator. The best VT results for wrist positions were obtained with wrist extension and extended extension, whereas the unclenched, clenched, and loaded power grip activities proved to be the most consistent hand activities.     

铁路长大隧道健康状况远程监测诊断装备系统研究

基于服役期铁路长大隧道健康状况劣化影响因素分析,结合隧道衬砌结构特点和健康状况监测实际,采用智能传感、信息融合、故障诊断技术,构建集监测、诊断、评估于一体的长大隧道健康状况远程监测诊断装备系统。研究系统的软硬件设施及其布设技术,建立长大隧道健康状况综合评估体系,给出健康诊断量化评估标准。以国内某铁路长大隧道为例,对其健康状况实施远程监测与诊断分析。结果表明,该条服役隧道健康问题的主要影响因素为隧道衬砌漏水、隧道衬砌裂缝、隧道衬砌变形、隧道衬砌剥落等病害,尤以隧道衬砌变形最为严重,健康等级为4级。     

新疆“三十里风区”输电线路复合绝缘子故障分析

复合绝缘子是超高压输电线路中的关键设备之一,确保其可靠运行是维护电网安全的前提。新疆乌鲁木齐至吐鲁番750kV输电线路途径"三十里风区",当地10米高度处最高设计风速为42m/s,这对复合绝缘子的长期运行是一个巨大挑战。强风下的绝缘子伞裙摆动导致其根部材料疲劳,进一步产生微观裂纹,最终导致绝缘子撕裂故障。本文通过气候环境调研,分析了当地气候环境特征;通过故障分析,初步探明乐儿复合绝缘子伞裙撕裂过程;通过风洞实验研究,得到了伞裙在流体中的动态现象。通过以上分析,对于这项特殊微气候环境下的外绝缘典型故障,本研究探明强风下伞裙动态过程,并在伞裙故障产生原因方面进行一定探索,为最终解决该问题提供了有力的技术参考。     

Comparing the Extent and Permanence of Headwater Streams From Two Field Surveys to Values From Hydrographic Databases and Maps

Supreme Court cases have questioned if jurisdiction under the Clean Water Act extends to water bodies such as streams without year‐round flow. Headwater streams are central to this issue because many periodically dry, and because little is known about their influence on navigable waters. An accurate account of the extent and flow permanence of headwater streams is critical to estimating downstream contributions. We compared the extent and permanence of headwater streams from two field surveys with values from databases and maps. The first used data from 29 headwater streams in nine U.S. forests, whereas the second had data from 178 headwater streams in Oregon. Synthetic networks developed from the nine‐forest survey indicated that 33 to 93% of the channel lacked year‐round flow. Seven of the nine forests were predicted to have >200% more channel length than portrayed in the high‐resolution National Hydrography Dataset (NHD). The NHD and topographic map classifications of permanence agreed with ~50% of the field determinations across ~300 headwater sites. Classification agreement with the field determinations generally increased with increasing resolution. However, the flow classification on soil maps only agreed with ~30% of the field determination despite depicting greater channel extent than other maps. Maps that include streams regardless of permanence and size will aid regulatory decisions and are fundamental to improving water quality monitoring and models.     

Modeling Monthly Fluctuations in Submersion Area of a Dammed River Reservoir: A Case Study1

Lu, Haorong, S. Samuel Li, and Jinsong Guo, 2012. Modeling Monthly Fluctuations in Submersion Area of a Dammed River Reservoir: A Case Study. Journal of the American Water Resources Association (JAWRA) 1‐13. DOI: 10.1111/jawr.12003 Abstract: Fluctuations in water submersion of the Three Gorges Reservoir in China have not been explored in spite of their important implications for shoreline erosion and other undesirable consequences. This article aims to quantify the monthly fluctuations in response to changing hydraulic parameters and regional climatic factors. Flow velocity and water levels distributed along the 609‐km long dammed river reservoir are calculated with a one‐dimensional hydrodynamics model. Evaporation of water from the surface of the reservoir is determined using mass transfer‐based methods. Calculated flow velocities and water levels compare well with field data. We show that the water surface slope decreases with rising water level at the dam, and decreases to almost zero during the winter months of water storage when the downstream water level reaches the normal pool level. The submersion area varies between 830 and 1,070 km² over the year or over 20% of the reservoir zone will experience the annual cycle of dry land and partial or complete submersion. These fluctuations are of relevance to shoreline management and to the prevention and restoration of shoreline erosion. Evaporation is estimated to fluctuate between 1,240 and 26,110 tons of water per month per kilometer length of reservoir channel; this can possibly affect the hydrological budget of the reservoir region. The simple methodologies discussed in this article can easily be applied to other dammed river reservoirs for submersion estimates.     

An Optimization Method for Estimating Constituent Mean Concentrations in Base Flow‐Dominated Flow

Pollutant coefficients have been widely used to assess runoff nonpoint source pollution from individual land uses (e.g., agricultural, residential) of a watershed. Pollutant coefficients, known as event mean concentrations (EMCs), were developed by the U.S. Environmental Protection Agency's Nationwide Urban Runoff Program (NURP) to serve as a national measure for characterizing pollutant loading in a receiving water body. The term “baseflow pollutant coefficient (BPC)” is used in this study as a surrogate for EMC to describe mean concentration of pollutants in base flow‐dominated flow. A method for characterizing base flow quantity and quality for different land uses was explored using inverse modeling with two optimization techniques (a least square method and a genetic algorithm [GA] optimization), land use information, and streamflow quantity and quality data. The inverse model was formulated as a constrained minimization problem and demonstrated with data for 15 watersheds in Indiana. Results showed that estimated pollutant coefficients are comparable to the published literature. This indicates that the proposed method has the potential to effectively estimate constituent mean concentrations for pollutant load determination in gauged and ungauged watersheds, albeit more analysis with larger and more robust datasets is desirable to further refine and validate the accuracy of the approach.     

大型公园道路网络关键节点脆弱性评价*

为更加科学有效地辨识景区道路网络中的客流关键节点,以节点脆弱性为度量指标,提出1种基于FIM模型的关键节点脆弱性评价方法。以某大型公园为例,首先通过ArcGIS软件将该公园的道路网络信息转换成可编译的文本信息,经过Java枚举可行路径,然后利用嵌入FIM算法的Lingo进行优化,得出网络节点的重要度。最后综合节点容量、流量、吸引度等信息加权得出网络节点的脆弱性。结果表明:该方法能够有效地对道路网络节点进行脆弱性度量并排序,景区可据此制定相应的客流导向方案以提高景区资源的利用率,提高游览的安全性。     

急上高原人员疏散速度修正的台阶试验研究*

为解决高原铁路隧道人员安全疏散问题,基于台阶试验对急上高原人员运动能力进行研究,并基于现场测试、理论分析、资料调研等对不同海拔高度处急上高原人员疏散速度基础参数进行研究。结果表明:得出平原世居者在急上高原时的运动能力下降规律,并通过对比不同拟合类型,得出急上高原者在不同海拔下人员疏散速度折减系数公式;基于海拔和坡度对人员运动的影响,得出高海拔铁路隧道人员疏散速度基础参数。研究结果可为高海拔铁路隧道人员疏散理论分析、仿真模拟及性能化设计提供基础数据支持。