泉州白濑水利枢纽工程升鱼机进鱼口位置选择研究

水库大坝建设会对鱼类洄游造成阻隔影响,为减少大坝阻隔对鱼类遗传交流的影响,大坝应建设过鱼设施。福建省泉州白濑水利枢纽工程采用升鱼机过鱼设施,而进鱼口位置选择是影响过鱼设施设计成败的关键因素。根据白濑水利枢纽布置特点,从坝下流场、工程条件、过鱼效果等方面进行进鱼口位置比选研究,为类似水库工程过鱼设施进鱼口位置选择提供参考和借鉴。     

The impact of traffic barrier geometric features on crash frequency and injury severity of non-interstate highways

Introduction: The main objective of this research is to investigate the effect of traffic barrier geometric characteristics on crashes that occurred on non-interstate roads. Method: For this purpose, height, side-slope rate, post-spacing, and lateral offset of about 137 miles of traffic barriers were collected on non-interstate (state, federal aid primary, federal aid secondary, and federal aid urban) highways in Wyoming. In addition, crash reports recorded between 2008 and 2017 were added to the traffic barrier dataset. The safety performance of traffic barriers with regards to their geometric features was analyzed in terms of crash frequency and crash severity using random-parameters negative binomial, and random-parameters ordered logit models, respectively. Results: From the results, box beam barriers with a height of 27–29 inches were less likely to be associated with injury and fatal injury crashes compared to other barrier types. On the other hand, the likelihood of a severe injury crash was found to be higher for box beam barriers with a height taller than 31 inches. Both W-beam and box beam barriers with a post-spacing between 6.1 and 6.3 inches reduced the probability of severe injury crashes. In terms of the crash frequency, flare traffic barriers had a lower crash frequency compared to parallel traffic barriers. Non-interstate roads without longitudinal rumble strips were associated with a higher rate of traffic barrier crashes.     

Safety barriers: Research advances and new thoughts on theory,engineering and management

Safety barriers include physical and non-physical means in different industries for preventing the occurrences of hazardous events and mitigating the consequences in case they have occurred. After clarifying the relevant terminologies, this article reviews the literature in the domain of safety barriers in the recent decade, and categorizes these studies into barrier theory, barrier engineering and barrier management. Classifications of barriers, performance measures, modeling approaches and data-driven analysis for safety barriers are reviewed as parts of barrier theories. In the engineering section, the research advances are presented in accordance with design for reliability and safety, test and maintenance strategies, responses to dependent failures, and diagnosis and prognosis of degradations. Then, project and process management, human and organizational factors, and standardization and compliance management of safety barriers are summarized. Based on the review of literature, research perspectives on safety barriers for resilience, digital safety, security of barriers, utilizing data, and dealing with intelligence, are highlighted and potential challenges are mentioned. This study is therefore expected to be beneficial to the researchers of system and safety engineering, with systematically streamlining and innovatively categorizing the recent findings and insights.     

Model-based evaluation of controlled-release systems in the remediation of dissolved plumes in groundwater

Controlled-release, semi-passive reactive barrier systems have been recently developed as a long-term treatment option for controlling the spread of contaminant plumes in groundwater. This paper describes a new computer code, and applies it to study coupled processes of solute release, reaction, and mass transport in an in situ remediation scheme using the controlled release of potassium permanganate. Confidence with the modeling approach was developed by model verifications and simulating results of a pilot-scale test-cell experiment. Sensitivity analyses indicated the possibilities of treatment inefficiencies due to inability of transverse dispersion to mix the permanganate (MnO(4)(-)) within the zone of reaction, fluctuations in source strength due to variations in flow velocity, and the small length of treatment zone due to strong soil utilization of MnO(4)(-). Although problems associated with the fluctuating source strength and strong soil utilization can be addressed by optimizing the release rate, the inefficiency of transverse dispersion to create mixing could pose a serious limitation. Through a series of model simulations, a system of injection/withdrawal wells in a doublet arrangement was developed to facilitate lateral spreading and mixing of MnO(4)(-). A well-mixed, stable MnO(4)(-) zone with predetermined size (DxL=8m x 2m) and concentration ranges (1.5-20 mg l(-1)) was created by four 1-day injection/withdrawal pumping periods over 24 d. This type of mixing zone may persist for many years with periodic well mixing and replacements of exhausted controlled-release forms. Coupled use of the generalized code with field hydrologic data will help to optimize the design and operation of controlled-release systems in practice.     

A calcite permeable reactive barrier for the remediation of Fluoride from spent potliner (SPL) contaminated groundwater

The use of calcite (CaCO3) as a substrate for a permeable reactive barrier (PRB) for removing fluoride from contaminated groundwater is proposed and is illustrated by application to groundwater contaminated by spent potliner leachate (SPL), a waste derived from the aluminium smelting process. The paper focuses on two issues in the implementation of calcite permeable reactive barriers for remediating fluoride contaminated water: the impact of the groundwater chemical matrix and CO2 addition on fluoride removal. Column tests comparing pure NaF solutions, synthetic SPL solutions, and actual SPL leachate indicate that the complex chemical matrix of the SPL leachate can impact fluoride removal significantly. For SPL contaminant mixtures, fluoride removal is initially less than expected from idealized, pure, solutions. However, with time, the effect of other contaminants on fluoride removal diminishes. Column tests also show that pH control is important for optimizing fluoride removal with the mass removed increasing with decreasing pH. Barrier pH can be regulated by CO2 addition with the point of injection being critical for optimising the remediation performance. Experimental and model results show that approximately 99% of 2300 mg/L fluoride can be removed when CO2 is injected directly into the barrier. This can be compared to approximately 30-50% removal when the influent solution is equilibrated with atmospheric CO2 before contact with calcite.     

蒸发壁式超临界水氧化反应器处理分散红和活性红染料废水的比较

采用蒸发壁式超临界水氧化反应器对染料分散红C.I.60和活性艳红M-2B配制的模拟废水进行降解实验.实验结果表明,2种染料的COD和TN去除率随着反应温度、氧化剂过量比(r)的升高而上升.COD去除率活性红要高于分散红,而TN去除率则相反.根据GC-MS分析和陶瓷膜SEM图像,分析测得2种染料主要反应中间产物均含有苯酚和苯甲酸,2种染料的反应对陶瓷膜均有轻微的腐蚀.     

介质阻挡放电去除NO的实验研究

设计了一套高压电源和同轴圆柱 -筒介质阻挡放电反应器装置 ,进行了冷等离子体去除NO的实验研究 ,结果表明该方法是有效的 .研究了气体流量、NO初始浓度、放电电压、O2 含量以及中心电极尺寸对NO去除效率的影响 .当流量较小或NO初始浓度较低时 ,有较高的去除率 ;流量变大和NO初始浓度增加时 ,NO的去除率将下降 .放电电压升高 ,NO去除率将增大 .O2 的存在会降低NO的去除率 .放电管其它特征尺寸给定条件下 ,中心电极存在一个最佳直径 ,使得NO的去除效果最为理想 .     

污染土壤及地下水修复的PRB技术及展望

PRB技术是一类就地修复污染土壤及地下水的新型技术 ,主要由注入井、浸提井和监测井3部分所组成。污染地区的水文地质学研究 ,是实施该技术的关键 ;化学活性物质的筛选、注入的部位、浓度、速率以及是否均匀分布 ,是该技术是否有效的关键要素。胶态零价铁PRB技术 ,被证明是一项修复由卤代烃、卤代芳烃和有机氯农药以及一些有毒金属 (如铬、硒、铀、砷和锝等 )引起的土壤及地下水污染的有效技术。尽管这些技术存在一定的弊病 ,但与传统的处理方法相比 ,其技术上的优势是十分明显的。可以预料 ,这一技术在我国有良好的应用前景     

沼泽红假单胞菌对活性紫KBR脱色的研究

研究了驯化后的沼泽红假单胞菌(Rhodopseudomonaspalustris)N菌株的生长细胞在不同条件下对活性紫KBR的脱色效果.结果表明,该菌株生长细胞脱色的最佳条件为温度25～30℃,pH值为7,厌氧条件下的脱色率远远高于好氧条件下的脱色率.染料作为该菌株唯一的碳源和能源脱色时,脱色率与细胞浓度呈极显著相关,细菌脱色比活率保持在较恒定的水平.此外,生长细胞脱色过程中对菌体生长的测定表明,该菌株生长的指数期明显滞后于染料脱色的指数期.     

新型阳离子絮凝剂KD-1在活性印染废水处理中的应用研究

以双氰胺、甲醛为主要原料,以硫酸铝为催化剂并引入添加剂合成了新型阳离子絮凝剂双氰胺甲醛树脂(KD1)。报道了用KD1对以活性染料为主要成分的印染废水进行混凝脱色试验。结果表明,用KD1处理以活性染料为主要成分的印染废水,其CODCr去除率≥80%,脱色率≥98%。该絮凝剂对降低废水中的化学需氧量和色度方面具有显著的效果。