次级河流回水区叶绿素a与影响因子的多元分析——以临江河为例

为了对次级河流回水区富营养化进行深入研究,把长江次级河流之一的临江河回水区为研究对象,根据2007年10月至2008年9月临江河回水区中游叶绿素a含量及其水质理化指标的监测数据,分析了临其叶绿素a浓度的时间分布,对叶绿素a浓度及影响因子进行相关分析,找出与叶绿素a显著相关的环境因子并建立多元逐步回归模型。结果表明：临江河回水区叶绿素a浓度峰值主要集中在5月上旬至9月下旬,变化范围为227～661 mg/m3。临江河回水区叶绿素a浓度变化受多个环境因子共同影响,与水温、流速、透明度、COD、总磷之间显著相关,而与总氮相关性不显著。经过叶绿素a及其影响因子的相关分析,建立了以水温、流速和总磷为自变量,叶绿素a浓度为应变量的逐步线性回归模型,模型初步验证结果表明：多元逐步回归模型可以用来描述临江河回水区叶绿素a浓度的变化。通过对临江河回水区叶绿素a及其影响因子的分析,控制临江河回水区水体中磷含量应是其富营养化防治工作的重点,防治工作应主要在春末和整个夏季,尤其是在5、6月份。     

基于可拓方法的职业危害控制水平预警模型

为了量化职业危害发生的可能性,并为职业病防治提供依据,利用物元分析方法,建立了高危作业有害因素控制水平的综合预警模型。为了避免人为主观因素的影响,采用简单可拓关联函数确定模型中指标权重,并以定量结果确定预警级别。实例验证表明,该模型可用于对职业危害的控制水平做出综合评价,并提供定量的预警信息。     

基于驾驶适宜性检测的沙漠公路驾驶员生理、心理特性研究

采用驾驶适宜性检测仪器,在塔克拉玛干沙漠公路沿线进行驾驶员心理、生理特性的现场测试。结果表明,沙漠公路特殊的环境条件,使得驾驶员表现出有别于一般绿洲公路的心理和行为特性,其主要表现在:驾驶员动体视力较静体视力的平均降幅为44.75%,最高竟达到93%;速度估计和复杂反应时间均小于全国平均;复杂反应错误次数和处置判断错误次数均高于绿洲公路。灰色关联分析表明,沙漠公路驾驶员的年龄、驾龄、驾车时间以及气温与驾驶员的各项生理、心理特性指标都具有较强的相关性,关联度最高达到0.837,其中驾车时间对各项指标的影响最大。     

TiO_2光催化同时脱硫脱硝效率影响因素研究

基于多元线性回归,对TiO2光催化同时脱硫、脱硝效率进行了预测研究.在最佳实验条件下,预测了不同SO2和NOx浓度的光催化脱除效率.依据正交试验结果,确定了最佳运行工况,将温度、湿度、SO2和NOx浓度对同时脱硫、脱硝效果的影响程度划分为3个等级,在此基础上有针对性地提出了可行措施.     

The Economic Effect of Mineral Resources Exploitation in Bijie Prefecture in Guizhou

The exploitation of mineral resources plays an important role in promoting national economic development. Mining is an essential component of China＇s industrial economy. Using grey correlation method to analyze the correlative effect of mineral resources exploitation to relevant industries, using national income method to calculate the pulling effect of mineral resources exploitation to economic growth and using graphs as well as tables to analyze the income distribution effect, the article obtains active economic effect of mineral resources development in Bijie, Guizhou. Moreover, from the view of resources-cored effect, the article analyzes negative effects such as single industrial structure brought by mineral resource development. Through analysis, we find that mineral resources exploitation to some extent brings active effects including gross domestic product growth, local financial revenue growth and relevant industries development; however, its negative effects should not be ignored. The negative effect can be lightened by diversifying industrial structure and prolonging industrial chain.     

Developing Peak Discharges for Future Flood Risk Studies Using IPCC's CMIP5 Climate Model Results and USGS WREG Program

Extreme climate events, floods, and drought, cause huge impact on daily lives. In order to produce society resilient to extreme events, it is necessary to assess the impact of frequent and high intensity storm events on design parameters. This article describes a methodology to develop future peak “design discharges” throughout the United States that can be used as a guidance to map future floodplains. In order to develop a lower and upper limit for anticipated peak flow discharges, two future growth scenarios — Representative Concentration Pathways (RCPs)‐RCP 2.6 and 8.5 were identified as the weak and strong climate scenario respectively based on the output from the global climate models. The Generalized Least Square technique in United States Geological Survey's Weighted Multiple Regression (WREG) program was used to develop regression equations that relate peak discharges to basin and climate parameters of the contributing watershed. The design discharges reflect the most recent climate model results. Number of frost days, heavy rainfall days, high temperature days, and snow depth were found to be the common extreme climate parameters influencing the regression equations. This methodology can be extended to other flood frequency events if rainfall data is available. The future discharges can be utilized in hydraulics models to estimate floodplains that can assist in resilient infrastructure planning and outline climate change adaptation strategies.     

Development and Comparison of Multiple Regression Models to Predict Bankfull Channel Dimensions for Use in Hydrologic Models

Channel dimensions are important input variables for many hydrologic models. As measurements of channel geometry are not available in most watersheds, they are often predicted using bankfull hydraulic geometry relationships. This study aims at improving existing equations that relate bankfull width, depth, and cross‐sectional area to drainage area (DA) without limiting their use to well‐gauged watersheds. We included seven additional variables in the equations that can be derived from data that are generally required by hydrologic models anyway and conducted several multiple regression analyses to identify the ideal combination of additional variables for nationwide and regional models for each Physiographic Division of the United States (U.S.). Results indicate that including the additional variables in the regression equations generally improves predictions considerably. The selection of relevant variables varies by Physiographic Division, but average annual precipitation (PCP) and temperature (TMP) were generally found to improve the models the most. Therefore, we recommend using regression equations with three independent variables (DA, PCP, and TMP) to predict bankfull channel dimensions for hydrologic models. Furthermore, we recommend using the regional equations for watersheds within regions from which data were used for model development, whereas in all other parts of the U.S. and the rest of the world, the nationwide equations should be given preference.     

近52年太阳活动与江淮梅雨异常关系分析

我国涝灾主要集中在江淮地区,其中6-7月的旱涝,大部分是由梅雨异常引起的。为了研究梅雨的影响因子,利用1954-2005年太阳黑子、江淮地区33站梅雨期降水资料,分析了太阳活动对江淮地区梅雨的影响。研究表明,梅雨量趋势系数的最大值中心位于杭州地区,而太阳活动与杭州地区的梅雨基本上没有关系。太阳活动对江淮地区梅雨量、梅雨强度的影响具有地域性。太阳活动与梅雨量的相关关系由北向南,依次呈现为负相关性、正相关性和负相关性,太阳活动强的年份,江淮地区北部和南部梅雨量偏少,江淮中部梅雨量偏多;太阳活动与梅雨强度的相关关系由北向南,依次呈现正相关性、负相关性,太阳活动强的年份,江淮地区北部梅雨强度较强,江淮南部梅雨强度较弱。合成分析结果表明:太阳活动谷年江淮地区普遍偏涝。     

复合内嵌筋材加固混凝土梁破坏模式分析

对螺旋肋钢筋施加预应力,将其与碳纤维筋组合后,以不同的方式嵌入到混凝土梁受拉区混凝土保护层中,对混凝土梁进行加固,能显著提高混凝土梁的承载能力。在对承载能力试验结果做简单阐述的前提下,针对加固梁中多材料、多界面存在的客观现实,全面系统地分析了加固梁可能存在的破坏模式,且与试验梁的破坏模式进行对比,对不同加固方式加固的试验梁的破坏模式及破坏机理进行了分析。分析表明,多界面的存在严重影响了加固梁的承载力;不同的破坏界面,应对加固材料断面总内力采取不同的取值,在试验中应特别注意破坏界面的判别,否则计算结果会产生很大误差。     

紧缩试验方法及工程应用研究

本文通过大型电子系统可靠性试验设计方法,功能、性能参数、可靠性指标的相关性研究,提出了一种新型的基于大型电子系统小型化抽样试验的紧缩系统试验方法。并对该方法进行了工程应用研究与验证试验,证明了紧缩系统试验方法的实用性和科学性。