乌江干流中上游水电梯级开发水温累积效应

以乌江流域洪家渡库尾至乌江渡坝下的水电工程干扰典型段为研究区域，利用建坝前后的水温实测资料，采用建坝前天然水温和建坝后下泄水温比较法，对乌江干流梯级水库水温时空分布特征进行分析。研究结果表明：对天然水温改变最大的电站为洪家渡和乌江渡，前者是受水库水温结构自身影响，后者是梯级联合运行的结果；梯级联合运行使库区水温分层有所减弱，随着时间的推移或上游梯级电站的建成，电站下泄水温年变化过程趋于均化，与天然水温的延迟也越加明显；不同的水库水温结构对水温累积效应的影响也各不相同，稳定分层型水库对水温累积具有正效应，混合型水库具有负效应，过渡型水库处于两者之间，体现了梯级电站的水温累积影响，为研究减缓下泄低温水的对策措施提供依据和参考。     

基于地表水源热泵尾水排放的江河热环境容量研究

运用FLUENT软件对重庆市洪崖洞水源热泵系统尾水排入受纳水域的过程进行二维数值模拟,选取FLUENT中非耦合、隐式求解器对模型内的定常流动进行求解,得出受纳水域受水源热泵系统温排水影响后的温度梯度和温升面积。在温排水流量为4 500 m3/h、温差为6℃的条件下,得出受纳水域温升值超过1℃的水域面积约为1 600 m2,为模拟江河水域面积的2.0%。选取1℃温升值作为温升带边界控制值,在热泵系统最大负荷工况下,计算得出受纳水域的热环境容量为312.5(m.3℃)/s,剩余热环境容量为306.25(m.3℃)/s。根据地表水环境质量标准,该工程温排水量小于受纳水域的热承载力,不会对受纳水域生态环境造成热污染。     

热障涂层对DD6单晶高温合金高周疲劳性能的影响

目的研究电子束物理气相沉积热障涂层对单晶高温合金高周疲劳性能的影响,为热障涂层在涡轮叶片上的应用提供技术支持。方法采用真空电弧镀和电子束物理气相沉积工艺制备YSZ热障涂层,进行900℃条件下高周疲劳性能测试,采用扫描电镜对测试后的试样表面、断口形貌进行观察与分析。结果在900℃、380 MPa条件下,带涂层的DD6单晶试棒循环次数(Nf)超过了107,420 MPa条件下超过了106。通过对DD6单晶试棒断口分析,失效后的带涂层试棒仍以DD6单晶常见滑移解离形式发生破坏。结论高周疲劳性能测试条件下,带YSZ热障涂层的试棒中粘结层率先产生垂直微裂纹,但是裂纹扩展延伸中发生氧化钝化,之后DD6基体沿正常的滑移方向从表面向内部疲劳扩展,带涂层的试棒疲劳裂纹并非由涂层微裂纹直接扩展形成,热障涂层对DD6单晶高温合金高周疲劳性能影响较小。     

电子束物理气相沉积制备热障涂层研究进展

介绍了电子束物理气相沉积设备的主要组成、工作原理和电子束物理气相沉积热障涂层的结构特点,并重点论述了工件转速、工件温度、靶材蒸汽入射角度、工件表面的粗糙度、粘结层预氧化、改性粘结层和双层陶瓷层等对电子束物理气相沉积热障涂层性能的影响。     

热处理温度对热障涂层微观形貌及元素互扩散的影响

目的提高热障涂层抗氧化性能,并减小二次反应区的形成。方法采用真空电弧离子镀技术在二代单晶高温合金DD32表面制备NiCoCrAlYHf(HY5)金属粘结层,分别在870℃及1000℃下进行真空扩散处理,利用电子束物理气相沉积(EB-PVD)技术制备氧化钇部分稳定氧化锆(YSZ)陶瓷层。采用扫描电子显微镜(SEM)、电子探针(EPMA)以及能谱(EDS)等测试方法,研究高温循环氧化过程中热障涂层的微观形貌、成分及扩散机制,同时计算了1、125 h氧化时间下Al元素互扩散系数。结果经过1000℃热循环、1000℃热处理的涂层氧化质量增量的绝对值较小,氧化速率常数为7.21×10-4,抗循环氧化性能较好。1100℃热处理试样,从涂层表面到基体方向Ni、Al、Cr等元素分布都比较均匀,在涂层与基体界面处,元素含量变化较为平滑。870℃热处理试样,Ni等元素质量分数分布不均,在涂层与基体界面处元素含量陡然变化,元素均质化程度低。Al元素扩散系数随着浓度的增加而增大,随着氧化时间的延长,粘结层与高温合金之间的元素扩散程度加剧,Al元素扩散系数减小。经过125h循环氧化,粘结层/基体界面出现互扩散区,互扩散区局部区域富Cr,Al含量低。循环氧化250 h后,热障涂层试样扩散区下方有拓扑密堆相TCP析出,形成二次反应区SRZ。真空扩散温度为870℃的试样,二次反应区更加明显。结论金属粘结层在1000℃下进行真空热处理可以有效提高涂层的抗氧化性能。涂层内部元素均质化程度高,Al元素扩散速率慢。同时,扩散区宽度较小,二次反应区不明显。     

EK∕PRB修复砷污染土壤影响因素及机理

为明确EK/PRB（电动联合渗透反应格栅）修复As污染土壤过程中各因素的影响机理、提高As的去除效率,以As污染高岭土为研究对象,考察PRB加入、PRB位置、pH调控及腐殖酸强化影响下,EK/PRB系统中电流密度、土壤pH分布和土壤中As残余量、电渗透系数及电渗流的变化规律;探讨EK/PRB修复后土壤中As形态的迁移转化规律.结果表明:①单独EK修复对土壤中As的去除效率较低,加入PRB后去除率为由42%增至57%,并且EK/PRB修复可以将土壤中的As由不容易去除的可还原态转变成较容易去除的酸溶态.②采用盐酸调节阴极pH,可以将土壤中As的去除率由57%增至63%,但同时能耗也明显升高,由5.22 kW·h/g升至39.38 kW·h/g.③添加腐殖酸会促进土壤中As的迁移、提高As的去除效率,但也会增加土壤中难处理的可氧化态和残渣态As的占比.研究显示,EK/PRB除As过程中以PRB的去除作用为主,阴极pH调控及腐殖酸强化均可以提高土壤中As的去除率.      

AGRICULTURAL LEGISLATION'S POTENTIAL IN REDUCING DISCHARGE OF POLLUTANTS1

ABSTRACT: Agricultural lands (including most forest lands) make up almost four-fifths of the total land area of the United States and include, or are traversed by, perhaps an equal proportion of our ground and surface waters. Therefore, a very large part of our environment is directly “agriculture-related” in any consideration of the discharge of pollutants. Several important Federal and State laws relate to the control or abatement of agriculture-related pollution. Existing legislation generally mandates the control or abatement of pollution (from point or nonpoint sources) or authorizes the use use of public funds or other resources for such purposes. Some of these laws can be effective instruments in keeping pollutants from being discharged into surface or ground waters or into the air, but the degree to which some pollutants originating from agricultural lands and operations constitute a serious environmental hazard in waters remains controversial. Although most of the technology exists to reduce greatly the movement of these pollutants, investments are often required which benefit the nonfarm public without economic returns to the farmer. Whether a zero discharge is either an environmentally or economically feasible alternative to more limited or selective control, is explored. However, if the public is willing to bear its reasonable share of the cost for clean air and water, the needed basic legislation already largely exists. Under it, agricultural land holders may apply program standards and use their own and available program resources to bring about effective control or abatement of pollutants.     

阻挡放电联合金属氧化物催化降解H2S的研究

采用介质阻挡放电联合金属氧化物催化降解气态H2S,考察了单组分及复合金属氧化物催化剂、催化剂与低温等离子体结合方式对H2S及副产物O3去除性能的影响,分析了等离子体联合Mn复合金属氧化物催化降解H2S机理。结果表明,金属负载量相同条件下,电压低于22kV时,Mn复合金属氧化物对H2S的催化活性高于单组分Mn金属氧化物,催化活性及对O3的分解能力从大到小依次为:Ag+Mn、Cu+Mn、Fe+Mn、Mn。当电压为18 kV时,Ag+Mn、Cu+Mn、Fe+Mn复合催化剂分别比单组分Mn催化剂对H2S的去除效率提高了近10%、6%、4%。等离子体后催化区域中Mn催化剂催化氧化H2S的效率明显低于等离子体催化区域。Mn催化剂在等离子体后催化区域中能有效催化分解O3。随着电压的升高,Mn金属氧化物在等离子体后催化区域对H2S催化作用逐渐增强。在电压22 kV时,等离子体联合后催化比单独等离子体作用时,H2S去除效率提高了近11%。     

浮顶储罐导电片间隙放电危险性研究

储罐在实际运行中,受浮盘的上下移动、机械应力、老化、油污、金属腐蚀等因素的影响,很难确保导电片与罐壁紧密贴合,容易形成微小间隙,在这种情况下遭受雷击易产生间隙放电,出现打火现象.为了分析导电片与储罐罐壁导电片产生间隙放电的危险性,根据Townsend气体放电理论计算了导电片和储罐罐壁间的击穿电压,采用1.2/50μs冲击电压波开展了导电片间隙放电实验,分析了导电片击穿电压与空气间隙距离的关系.结果证明:当导电片和罐壁贴合不良时,导电片和罐壁之间极易产生火花放电;当空气间隙d=0.1cm时,平均空气击穿电压仅为5280V;随着间隙的增大,空气击穿电压也随之增大;导电片间隙放电实验数据与Townsend气体放电理论值吻合.最后,根据以上结论,针对浮顶储罐导电片间隙放电的危险性,提出了改进措施.     

Investigating the effect of geometric dimensions of median traffic barriers on crashes: Crash analysis of interstate roads in Wyoming using actual crash datasets

IntroductionDespite the numerous safety studies done on traffic barriers’ performance assessment, the effect of variables such as traffic barrier’s height has not been identified considering a comprehensive actual crash data analysis. This study seeks to identify the impact of geometric variables (i.e., height, post-spacing, sideslope ratio, and lateral offset) on median traffic barriers’ performance in crashes on interstate roads.MethodGeometric dimensions of over 110 miles median traffic barriers on interstate Wyoming roads were inventoried in a field survey between 2016 and 2018. Then, the traffic barrier data collected was combined with historical crash records, traffic volume data, road geometric characteristics, and weather condition data to provide a comprehensive dataset for the analysis. Finally, an ordered logit model with random-parameters was developed for the severity of traffic barrier crashes. Based on the results, traffic barrier’s height was found to impact crash severity.ResultsCrashes involving cable barriers with a height between 30″ and 42″ were less severe than other traffic barrier types, while concrete barriers with a height shorter than 32″ were more likely involved with severe injury crashes. As another important finding, the post-spacing of 6.1–6.3 ft. was identified as the least severe range in W-beam barriers.Practical applicationsThe results show that using flare barriers should reduce the number of crashes compared to parallel barriers.