再生水水质环境中典型水华藻的生长特性

基于微藻的生长潜力试验,研究了再生水回用于景观水体时的水华风险.结果表明,在天然混合藻种接种体系中,铜绿微囊藻(Microcystis aeruginosa)在再生水水质条件下的生长潜力大于其他受试藻种,其在3种二级出水(A2O、氧化沟和活性污泥)中的最大藻密度均可大于106个.mL-1,比生长速率0.39 d-1.A2O-超滤膜过滤-活性炭吸附-氯消毒深度处理工艺没有有效减低铜绿微囊藻的生长潜力,难以减小水华风险.再生水中的TP浓度能够明显影响铜绿微囊藻的最大密度(Kmax)和最大种群增长速率(Rmax),且符合Monod方程.     

Rainwater utilization and storm pollution control based on urban runoff characterization

The characteristics of urban runoffs and their impact on rainwater utilization and storm pollution control were investigated in three different functional areas of Zhengzhou City, China. The results showed that in the same rain event the pollutant loads (chemical oxygen demand (COD) and total suspended solids (TSS)) in the sampling areas were in the order of industrial area > commercial area > residential area, and within the same area the COD and TSS concentrations of road runoffs were higher than those of roof runoffs. The first flush effects in roof and road runoffs were observed, hence the initial rainwater should be treated separately to reduce rainwater utilization cost and control storm pollution. The initial roof rainfall of 2 mm in residential area, 5 mm in commercial area and 10 mm in industrial area, and the initial road rainfall of 4 mm in residential area and all the road rainfall in commercial and industrial areas should be collected and treated accordingly before direct discharge or utilization. Based on the strong correlation between COD and TSS (R~2, 0.87-0.95) and the low biodegradation capacity (biochemical oxygen demand BOD_5/COD < 0.3), a sedimentation process and an effective filtration system composed of soil and slag were designed to treat the initial rainwater, which could remove over 90% of the pollutant loads. The above results may help to develop better rainwater utilization and pollution control strategies for cities with water shortages.     

Rainwater utilization and storm pollution control based on urban runo characterization

The characteristics of urban runo s and their impact on rainwater utilization and storm pollution control were investigated in three di erent functional areas of Zhengzhou City, China. The results showed that in the same rain event the pollutant loads (chemical oxygen demand (COD) and total suspended solids (TSS)) in the sampling areas were in the order of industrial area > commercial area > residential area, and within the same area the COD and TSS concentrations of road runo s were higher than those of roof runo s. The first flush e ects in roof and road runo s were observed, hence the initial rainwater should be treated separately to reduce rainwater utilization cost and control storm pollution. The initial roof rainfall of 2 mm in residential area, 5 mm in commercial area and 10 mm in industrial area, and the initial road rainfall of 4 mm in residential area and all the road rainfall in commercial and industrial areas should be collected and treated accordingly before direct discharge or utilization. Based on the strong correlation between COD and TSS (R2, 0.87–0.95) and the low biodegradation capacity (biochemical oxygen demand BOD5/COD < 0.3), a sedimentation process and an e ective filtration system composed of soil and slag were designed to treat the initial rainwater, which could remove over 90% of the pollutant loads. The above results may help to develop better rainwater utilization and pollution control strategies for cities with water shortages.     

基于构造应变对隧道初始地应力场的反演分析

岩体中的初始地应力场是岩体稳定性与工程运营必须考虑的重要因素。以东营子隧道工程为例,以隧址区构造应变作为待求解的约束条件,结合工程地质条件和实测地应力资料,运用有限元软件对隧址区地应力场进行了回归反演分析。结果表明:基于区域构造应变获得的隧址区初始应力场克服了边界条件对地应力场的影响,更加准确地反映了隧址区地应力场的分布规律,可为隧道围岩稳定性分析提供准确的位移边界条件。     

Q235碳钢在石化大气环境中初期腐蚀行为

在武汉石化厂区内对Q235碳钢进行了半年的化工大气环境下的暴晒试验,测量了钢的初期腐蚀速率;利用扫描电镜、XRD观察分析了暴晒后样品的锈层特征;对带锈试样进行了交流阻抗测量.结果显示,Q235碳钢暴晒半年后腐蚀产物主要有Fe2(SO4)3·nH2O,FeSO4·nH2O,FeOOH,Fe(OH)(SO4)(H2O),腐...     

铜冶炼厂初期雨水处理站工艺改造研究

为确保铜冶炼厂初期雨水处理站出水水质稳定达标,同时能适应进水水质波动,将原使用DTCR脱除重金属工艺改造为生物制剂处理工艺.通过试验和工业化运行,结果表明生物制剂处理工艺对初期雨水中的重金属特别是铜和砷去除效果可分别高于90.3％和87.7％,出水水质能稳定达标.生物制剂处理工艺适用于铜冶炼初期雨水中含低浓度重金属的处理,改造简单,运行成本不高,出水水质稳定.     

SBR处理早期垃圾渗滤液中的COD和氨氮

采用SBR法对早期垃圾渗滤液进行好氧生物处理,探讨了进水COD负荷、pH值对COD、氨氮的处理效果和机理。实验结果表明:当运行周期为24 h时,好氧生物处理对早期的垃圾渗滤液有很好的处理效果,COD的去除率都能达到88%左右;出水的COD浓度随着进水COD浓度呈直线变化。pH一直保持在中性条件下,有利于COD的去除,但是对氨氮的去除却有一定的抑制作用。     

初始温度和初始压力对气体爆轰参数影响的研究

利用已有的气体爆炸模型和包含初始压力、初始温度的气体爆轰参数的计算公式,从理论上研究初始压力和初始温度对气体爆轰参数的影响情况。使用VisualBasic语言编写计算程序,将计算值与文献值进行对比,具有较好的一致性。以甲烷-空气混合物为例,计算在98000Pa,280～400K及298K,0.1～0.5MPa的气体爆轰参数。计算结果表明,初始压力一定,混合物的爆轰压随初始温度的升高而减小,爆轰波速增大;初始温度一定,混合物的爆轰压随初始压力的增大而增大,爆轰波速基本不变;在初始温度和初始压力两个影响因素中,初始压力对混合物爆轰参数的影响明显大于初始温度。     

流域初始水权分配研究进展

当前我国水资源存在短缺和使用效率低下等问题,其最核心的解决办法就是建立水权市场,而其中的关键在于界定初始水权。通过界定初始水权,在各流域行政区域之间合理地分配。简要介绍了流域初始水权分配的最新研究进展和动态,主要包括分配原则、分配指标体系、分配方法和分配机制等方面。对这些研究进行了评述并且指出了存在的问题。由于水资源分配的特殊性,涉及到水量、水质和其它一些因素,单纯的分配水权难以获得成功。在此基础上,探讨了流域初始水权分配的未来研究方向,即在考虑到了水权、排污权和林权等集成的基础上,综合考虑初始水权分配的原则、指标体系和机制等,并且在分配方法上由单一目标模型向多目标模型发展,不确定性和模糊优化模型是未来流域水资源分配模型的发展方向。     

温室气体排放配额初始分配的域外考察

从欧盟、英国和美国的立法实践来看,排放配额的初始分配在排放权交易计划实施的初期基本上以无偿分配为主、有偿分配为辅。从排放配额的财产权性质、温室气体排放活动的负外部性以及分配的公平和效率等方面来看,排放配额的初始分配应当采取有偿分配方式。