不同目标导向性规划环境影响评价方法浅析

规划环境影响评价是环境影响评价在规划层次的应用,是对规划或计划及其替代方案的环境影响进行规范、系统、综合的评价过程.就政策导向性和项目导向性规划,从规划环评的方法与程序方面进行了比较、分析,并结合嘉兴滨海新区和巢湖皖维化工基地两个规划环评实例进行了案例研究.     

综合孔径微波辐射计信道误差补偿研究

在一维综合孔径微波辐射计的理想信道仿真模型基础上对接收机信道的非理想特性进行分析并建立仿真模型,该模型包含了信道间的串扰、不平衡度、乘法器前端输入失衡等多种误差因素,最后从相位误差和系统噪声对干涉相关测量产生的贡献入手,提出有效抑制误差的亮温补偿方法,进而得到更接近真实亮温分布的反演结果.     

The formation of aerobic granular sludge for the treatment of real landfill leachate using a granular sequencing batch reactor at a constant volume

Leachate generated in a landfill may not be treated by conventional biological treatment due to its nature and complexity. The process of forming aerobic granules in batch sequencing reactors having features such as; reducing the settling process time and saving energy consumption and high decomposition rate have been noticed by researchers. In the present study, the structure of sequencing batch reactors (SBRs) was evaluated for the formation of granules, which were subsequently utilized for the treatment of landfill leachate. The experiment was initiated by using the GSBR, containing 1200 ml with different apparatuses, to develop granular sludge, and synthetic wastewater was added to reinforcement. The selected parameters for the operational hydraulic retention time (HRT) of the wastewater (6-h cycles) included feeding, idle, aeration, settling, and discharge. Furthermore, the controlled conditions were the dissolved oxygen (DO) range of 2–2.2 mg/L, temperature range of 20–23℃, and pH of 7.5–8.3. The chemical oxygen demand (COD), mixed liquor suspended solids (MLSS), and sludge volume index (SVI) daily were measured at the influent and effluent of GSBR reactor. The main properties of aerobic granular sludge were identified during the research procedures, and the remarkable settling and potent, high-density microbial structure of the granules were confirmed. The mean size of the formulated granules was estimated at 7.46 ± 1.8 mm, and the volume of the biomass also increased from approximately 1607 to 4137 mg/L through the granulation process. Moreover, 98% of the influent chemical oxygen demand (COD) could be removed by the formulated granular sludge, and the final-stage organic loading rate was estimated at 5.65 COD/m³/day. According to the results, GSBRs could be employed for the formulation of aerobic granular sludge for the treatment of landfill leachate.     

Critical review for the quantification of leachate production: Evaluation example for the “Oum Azza” public landfill in Rabat city,Morocco

The estimation of leachate quantities produced in landfills is necessary to dimension the treatment plants allowing to reduce the polluting load of these effluents and consequently avoid their negative impacts on the environment. Different leachate quantification methods were used in this study to assess the leachate volume produced at the Oum Azza landfill. The water balance method give comparable estimations of leachate production to the Ouled Berjal landfill ratio. The first method showed average values between 487 and 495 m³/day for 2015, 2018, and 2019, and at the same time, the second method gave values between 470 and 477 m³/day for the same years. In contrast, the World Bank ratio showed high values that vary between 2260 and 2295 m³/day for 2015, 2018, and 2019. The on-site data and the statistical analysis showed us that the World Bank ratio is not adapted for the estimation of the leachates produced in Oum Azza landfill, while the water balance and the ratio of Ouled Berjal landfill allowed to give comparable results to reality.     

甘氨酸厂氨氮废水治理的工艺及实验研究

运用多效真空蒸发兼热泵技术回收甘氨酸厂高氨氮废水中的氯化铵,通过实验找到了治理此废水的最佳真空度,克服了采用常规蒸发方法的能耗大、料液对设备腐蚀性强的缺点。最后运用吹脱法对蒸发冷凝水进行了治理,通过实验得到了吹脱的最佳工艺参数吹脱时间6h、pH125、吹脱温度60℃,为运用生化法彻底解决甘氨酸厂高氨氮工业废水的污染难题奠定了基础。     

络合滴定法测定工业废水中的硫酸根离子

通过对乙二胺四乙酸（EDTA）滴定检测硫酸根离子法的改进，实现了可以同时消除钙、镁及其他重金属离子、碳酸根离子、磷酸根离子干扰的目的。该方法简单、快捷、准确度高，加标回收率为96．38％－99．69％，变异系数为1．2％－1．49％，尤其适用于污染较为严重水体的分析。     

流域非点源水污染排放清单估算系统构建

基于流域水质改善与水环境管理需求,结合目前流域非点源水污染排放存在的问题,本研究采用SOA-B/S架构,运用MVC6和GIS与环境模型集成关键技术,构建流域非点源水污染排放清单估算系统,并系统梳理了地形数据、污染源环境统计数据、气象数据等基础信息,采用基于输出系数法的非点源水污染负荷估算模型,实现了对全年及年内各分水期非点源水污染排放清单的处理分析和估算。系统通过数据库、GIS平台、模型集成和业务系统建设,实现了对不同时间和空间尺度下不同地区的非点源水污染负荷估算,推进了流域非点源污染排放的信息化、科学化及可视化管理,为决策者制定流域水环境管理措施和方案提供了有力的技术支持。     

火灾后套筒灌浆料力学性能试验研究

为研究火灾对套筒灌浆料力学性能的影响,设计不同受火时间(60,90 min),不同静置时间(1,14 d)以及不同冷却方式(自然冷却、喷水冷却)试验,分析不同工况下的套筒灌浆料的抗折强度和抗压强度.结果表明:随着受火时间的增加,套筒灌浆料的抗折、抗压强度均逐渐降低,自然冷却后抗折强度残余率分别为11.3％、9.1％,抗...     

COD测定方法的发展与研究动态

本文较为全面地论述了COD测定方法的发展与研究现状。在论述了国标中COD标准方法不足之处的基础上,本文就标准方法的众多改进措施分类进行了比较与探讨,包括消解方法的改进、替代催化剂的研究以及氯离子干扰的消除,然后介绍了相关系数法、电化学法、分光光度法和流动注射法等COD测定替代技术。本文认为,研究试剂用量少、无污染的绿色COD测定方法具有重要而积极的意义,而研究适应性强、运行可靠、性价比高的COD在线监测仪则是COD监测的发展趋势。     

武都碾压混凝土重力坝抗震分析与安全评价

武都水库是四川省江油市境内的涪江干流上的大(1)型水利工程。汶川8级地震中,武都水库工程紧邻震中区附近,并正处于施工高峰期,大地震对武都水库工程已建和在建的40多个项目均有不同程度的损坏。分别采用水工建筑物抗震设计规范给定的地震动参数值和地震后复核确定的地震动参数值,对武都大坝进行抗震分析与安全性评价。计算表明,当设计设防加速度256cm/s2时,按规范规定的悬臂梁法进行抗震计算时,均满足现行抗震规范的要求。按平面有限元计算时局部拉应力超出规范的允许值,建议挡水坝段下游坝面折坡附近以及溢流坝段在导墙与边墩交接处附近提高混凝土的强度等级。鉴于坝踵、坝址部位局部范围内仍有较大水平的拉应力,建议自建基面的一定高度内应确保混凝土的浇筑质量,以确保大坝的抗震强度安全。