郑州市地下空间开发利用的岩土工程安全问题

城市地下空间的开发利用受到岩土工程条件的制约,地下工程实施的可能性和安全性对岩土工程条件有高度的依赖性。以郑州地区遇到的情况为例,讨论了区域稳定性、岩土体稳定性、地下水、地震地质作用、土的工程性质等方面对城市地下空间开发利用安全性的影响,对城市地下工程的岩土工程勘察问题进行了论述。笔者的研究,对郑州市地下空间开发中地质灾害的减轻和预防有一定指导意义。     

企业职业伤害严重度系数研究

在对不同企业之间的职业伤害风险进行量化和比较时，不同程度职业伤害的统一量化是关键难题。本文使用损失工作日的方法，通过对调研所得有效数据的统计学分析，计算得出企业职业伤害的重伤严重度系数α和轻伤严重度系数β的值，α和β值与国外相关研究结果有较好的可比性。本文所得到的α和β值是对不同企业职业伤害风险量化计算和比较的重要基础。     

徐州市职业安全卫生工作探讨

本文概略描述了徐州市职业安全卫生各组成部门的工作情况。指出职业病危害存在患者待遇不落实、职业危害项目转移、职业健康检查滞后、工作场所职业危害因素检测、评价制度不健全的状况。调查发现，职业卫生工作存在5个方面的问题：现有职业卫生法律法规不够完善；对职业危害防治工作的支持力度不够；部门之间的协作机制有待加强；执法监督力量不足；企业法制意识淡漠。最后，提出解决问题的应对办法。     

推广工伤保险对我国生产事故统计的影响

我国安全生产统计工作所依托的行政手段还不能完全适应变化中的市场经济环境 ,政府安全生产管理不到位 ,监管不严 ,各类事故的少报、瞒报、不报现象相当普遍 ,极大地影响了伤亡事故统计的准确性。2 0 0 4年我国已实施新的《工伤保险条例》 ,笔者认为 ,会在一个较长的时期内对生产事故统计带来较明显的影响 ,使生产事故造成的伤亡人数统计变得更为全面和科学 ,这种影响必然会对原有统计偏差的修正 ,有利于今后加强和完善对安全生产的宏观决策和管理 ,会从根本上促进安全生产水平的提高。     

土壤镉污染调查研究

本文阐述了重金属镉对植物和人体危害的机理，描述了土壤镉的主要来源，并开展了城郊及矿山周围土壤镉污染现状调查。调查结果提醒人们提高土壤质量意识，重视土壤镉污染并进行土壤修复，保护生态环境、实现农业的可持续发展。     

给水管道振动信号的小波分析及消振研究

某核发电厂部分蒸汽和给水管道振动情况非常严重 ,以致影响到正常的安全生产。笔者从给水管道的测振出发 ,并利用 3层Daubechise对振动信号进行了小波消噪、滤波、重构处理 ,以找到影响管系振动的激励源的主要频域成分。进而利用比较成熟的结构分析软件ANSYS对管系进行了模态分析 ,得到系统的低阶固有频率和振型。根据管道振动的原因 ,在不改变管系主要特征的基础上 ,给出了简单易行的消振措施 ,实际运行情况表明消振方法效果良好。     

工伤保险费率机制设计的探析

目前我国工伤保险覆盖面窄的主要原因是现有的工伤保险费率机制存在问题,缺乏激励作用.本文以传统的激励理论为依据,分析指出要达到扩大工伤保险覆盖面的目的,应该是设计科学、合理的工伤保险费率机制去激励企业主动参加工伤保险和加强工伤预防.     

非法用工单位伤亡人员一次性赔偿程序的探讨

2004年1月1日生效的《工伤保险条例》规定了非法用工单位向伤亡人员赔偿的标准和争议解决的程序，但是非法用工单位不属于法律上合法的主体，劳动仲裁机关和法院不能对不存在的主体作出裁定和判决，就算作出裁判，也不可能得到执行，从而使得该条例规定的对非法用工单位伤亡人员的赔偿成为一纸空文。为此，笔者从劳动争议和诉讼主体认定，程序保障和伤亡人员及时得到救助三个方面提出建议，以确保条例得到执行。     

BASE FLOW RECESSION RATES,LOW FLOWS,AND HYDROLOGIC FEATURES OF SMALL WATERSHEDS IN PENNSYLVANIA,USA1

This paper examines the relationships between measurable watershed hydrologic features, base flow recession rates, and the Q_7,10 low flow statistic (the annual minimum seven‐day average streamflow occurring once every 10 years on average). Base flow recession constants were determined by analyzing hydrograph recession data from 24 small (>130 km²), unregulated watersheds across five major physiographic provinces of Pennsylvania, providing a highly variable dataset. Geomorphic, hydrogeologic, and land use parameters were determined for each watershed. The base flow recession constant was found to be most strongly correlated to drainage density, geologic index, and ruggedness number (watershed slope); however, these three parameters are intercorrelated. Multiple regression models were developed for predicting the recession rate, and it was found that only two parameters, drainage density and hydrologic soil group, were required to obtain good estimates of the recession constant. Equations were also developed to relate the recession rates to Q_7,10 per unit area, and to the Q_7,10/Q₅₀ ratio. Using these equations, estimates of base flow recession rates, Q_7,10, and streamflow reduction under drought conditions can be made for small, ungaged basins across a wide range of physiography.     

BASE FLOW TRENDS IN URBANIZING WATERSHEDS OF THE DELAWARE RIVER BASIN1

Rapid land development is raising concern regarding the ability of urbanizing watersheds to sustain adequate base flow during periods of drought. Long term streamflow records from unregulated watersheds of the lower to middle Delaware River basin are examined to evaluate the impact of urbanization and imperviousness on base flow. Trends in annual base flow volumes, seven‐day low flows, and runoff ratios are determined for six urbanizing watersheds and four reference watersheds across three distinct physiographic regions. Hydrograph separation is used to determine annual base flow and stormflow volumes, and nonparametric trend tests are conducted on the resulting time series. Of the watersheds examined, the expected effects of declining base flow volumes and seven‐day low flows and increasing stormflows are seen in only one watershed that is approximately 20 percent impervious and has been subject to a net water export over the past 15 years. Both interbasin transfers and hydrologic mechanisms are invoked to explain these results. The results show that increases in impervious area may not result in measurable reductions in base flow at the watershed scale.