公路运输化学事故应急救援体系研究

以动态源的定义为基础 ,结合危化品公路运输特殊性 ,阐述了危化品在公路运输过程中发生化学事故后应急救援的原则、工作特点与基本要求 ;提出化学事故应急救援中的基本任务是控制危险源 ,抢救受害人员 ,指导并组织群众疏散、自救和做好事故现场清理洗消工作 ,消除危害后果 ;提出公路运输化学事故应急救援预案系统建设的总体目标是 ,在应用ITS智能交通系统对动态源精确定位的基础上 ,建立公路运输化学事故应急救援预案动态库及应急救援组织保障系统和应急救援技术支持系统 ,一旦事故发生 ,能够做到尽快有效处理 ,最大限度地减小或消除事故损失。     

温度和DO对MBBR系统硝化和反硝化的影响

在缺氧/好氧/好氧串联运行的移动床生物膜反应器（MBBR）系统中考察了温度和好氧反应器中溶解氧（DO）水平对生物膜硝化和反硝化过程氮素去除的影响,并通过高通量测序技术探究温度和DO的变化造成的MBBR系统中脱氮功能菌群结构的差异,从而在微观水平解释硝化和反硝化受温度和DO影响的生物学机理.结果表明,系统温度的升高可以同时强化生物膜硝化和反硝化过程,且好氧反应器中DO水平的提高对硝化过程有利,从而提高系统的脱氮效果.本研究中,在系统连续运行阶段,当系统温度和好氧O₁反应器的DO浓度为本研究范围内的最高水平时（即温度=20~22℃、DO=5~8mg O₂/L）,比硝化负荷可达1.60g NH₄⁺-N/（m²·d）以上,而相同温度范围内比反硝化负荷可高达2.84g NO₃^--N/（m²·d）,从而使MBBR系统在该工况条件下获得了最佳的NH₄⁺-N和TN去除率（分别达到了98.7%和85.7%）.温度和DO影响硝化和反硝化的根本原因是温度和DO变化引起了脱氮功能菌群数量和群落结构的改变：当好氧反应器的DO水平下降时,硝化功能细菌的OTUs比例显著降低,尤其是异养硝化细菌的生长受到了严重的抑制;而温度的变化对反硝化细菌的影响主要体现在群落结构的变化.     

Effectiveness of lowering the blood alcohol concentration (BAC) limit for driving from 0.10 to 0.08 grams per deciliter in the United States

Objective: The current study evaluates of the effects of lowering the blood alcohol concentration (BAC) limit from 0.10 to 0.08?g/dL across all 50 states in the United States. Our objectives were to (1) estimate the effects of the 0.08?g/dL BAC limit on drinking driver fatal crash rates; (2) compare the effects from early-adopting states to the effects of late-adopting states; (3) determine the effects on drivers with low BACs (0.01–0.07?g/dL) and high BACs (0.08+ g/dL); and (4) estimate the lives saved since 1983 due to the adoption of 0.08?g/dL BAC laws.

Methods: Our study examined annual data from the Fatality Analysis Reporting System (FARS) for each jurisdiction from 1982 through 2014. Our basic outcome measure was the ratio of drinking drivers (BAC ≥0.01?g/dL) to nondrinking drivers (BAC?=?0.00?g/dL). Covariates included 0.10 BAC laws, administrative license revocation (ALR) laws, seat belt laws, minimum legal drinking age (MLDA) laws, and unemployment rates. We utilized autoregressive integrated moving average (ARIMA) models for each state, where the implementation date of the law was modeled as a zero-order transfer function in the series, in addition to any extant trends that may have been occurring simultaneously. Before determining the specific impact of the implementation of 0.08?g/dL BAC laws, we conducted a time series analysis for each state. We tested for between-state mediating factors relating to our covariates.

Results: A total of 38 of the 51 jurisdictions showed that lowering the BAC limit was associated with reduced drinking driver fatal crash ratios, with 20 of those reductions being significant. The total effects showed a 10.4% reduction in annual drinking driver fatal crash rates, which is estimated to have saved an average of 1,736 lives each year between 1983 and 2014 and 24,868 lives in total. Implementing a BAC limit of 0.08?g/dL had significant impacts on both high- and low-BAC fatal crash ratios. Though early-adopting jurisdictions (1983–1999) demonstrated a larger decrease in fatal drinking driver crash ratios than did late-adopting jurisdictions (2000–2005), the results were not statistically significant (P?>?.05).

Conclusions: Our study of the effects of lowering the BAC from 0.10 to 0.08?g/dL in the United States from 1982 to 2014 showed an overall effect of 10.4% on annual drinking driver fatal crash rates, in line with other multistate studies. This research provides strong evidence of the relationship between lowering the BAC limit for driving and the general deterrent effect on impaired-driving fatal crash rates.     

悬挂链曝气技术应用于河流污染治理

在介绍了悬挂链曝气技术的特点和在复氧曝气方面的适用性的基础上,对该技术的局限性进行了阐述,并认为悬挂链技术为河流污染治理提供了一种新选择。     

移动床生物膜反应器的研究及应用现状

移动床生物膜反应器是一种高效的污水处理系统 ,目前在国内外已有较多应用。本文就其特点及研究应用状况作简要介绍。     

生物移动床处理农村面源生活污水试验研究

在实验室常温条件下,利用生物移动床(MBBR)处理模拟农村生活污水,通过检测反应器进出水中各污染物的浓度变化特性,确定MBBR挂膜条件及对污水的处理效果。研究表明,启动期活性污泥产生的黏性膨胀对挂膜有较大的影响,通过调节ρ(C)∶ρ(N)∶ρ(P)=100∶5∶1,可以改善此现象;MBBR运行稳定后,进水ρ(COD)、ρ(NH+4-N)、ρ(TP)分别为400,35,7 mg/L时,在p H约为7、ρ(DO)为2~4 mg/L、HRT为3h的条件下,COD、NH+4-N、TN、TP的去除率分别达到85%、85%、60%、70%。MBBR对农村面源污水有较好的处理效果,适合于处理污水管网系统落后的地区和乡镇的面源污水。     

小风和静风状态下TSP大气扩散模式的理论推导

以移动烟团积分模式为基础,采用数学模型分析法,从理论上导出了小风和静风状态下的TSP大气扩散模式。该模式描述了重力沉降和地面不完全反射对颗粒物大气扩散过程的影响;与现有的大气扩散模式体系完全相容,可以方便地应用于小风和静风状态下TSP地面浓度的预测计算     

某电厂生活污水再生处理回用系统设计与调试

随着水危机问题日益严峻,再生水回用已经成为解决水资源担缺的重要途径之一。河北某电厂采用“顸处理-悬挂链曝气生物移动床-深度过滤-臭氧消毒”工艺对原生活污水处理系统进行改造,处理后再生水用作循环冷却水补给水。经过填料挂膜及联机试运行,再生水水质指标为：CODcr=11.8mg／L,BOD5=3、8mg／L,SS=6mg／L,pH=7．67,大肠杆菌群≤3个／L,水质符合循环冷却水补给水的国家标准。该工艺可以广泛应用于生活污水的再生处理回用。     

移动电极电除尘器除尘效率的计算

移动电极静电除尘器通过清灰刷除掉阳极板上收集的粉尘,阳极系统为移动电极（即作回转运动的集尘极）阳极板呈带条状,固定在链条上,随链轮转动。移动电极静电除尘器有效克服了困扰常规电除尘器对高比电阻粉尘的反电晕及振打二次扬尘等问题,大幅度提高了除尘效率。提供常规固定电极除尘区与移动电极除尘区联合使用的除尘器除尘效率计算公式。     

龙门吊移动荷载对地铁车站深基坑变形的影响

青岛地铁苗岭路站是在土岩组合地层下开挖的狭长型换乘车站,深基坑两侧既有建筑物众多且临近基坑,施工中采用龙门吊运输材料。为探究龙门吊移动荷载作用下基坑围护结构和土体的空间变形规律,建立三维有限元数值模型,对比分析了加载前后基坑围护桩侧移变形和坑外地表沉降,并探讨了起吊物与边跨的距离对基坑变形的影响。结果表明:龙门吊移动荷载作用下基坑产生明显的动态响应;围护桩桩体侧移变形比竖向变形响应明显且沿深度有所不同,嵌岩点处侧移响应最明显,土岩交界面处响应最小;受基坑阴角效应的影响,动载作用下角隅处土体沉降变形保持不变,坑外土体最大变形位置由距坑边2 m处转移至基坑边;起吊物的移动在基坑边产生明显的变形动态响应区域,随着起吊物远离边跨,桩周土体的沉降量逐渐减小,动态响应区域向远离坑角方向增大;加强冠梁连接、适当增大阴角处桩间距或减少锚杆施作可以保证基坑的稳定性,经济有效。