降低硫黄回收装置烟气CO排放浓度研究

介绍了造成中国石化齐鲁分公司硫黄回收装置烟气CO排放浓度高的原因,并制定了相应的改造方案。对装置目前可实施的运行参数进行了优化调整,个别装置CO排放可达100 mg/m 3以下,其他装置等待检修时改造实施。     

废水处理实用公式的推导计算

介绍由一级动力学模式推导废水处理实用公式。文中探讨了２０℃降解速率系数Ｋ２０和温度修正系数θ，仅是某种水质和生化条件下的对应值，不能任意通用。     

ASMs模型中异养菌减衰系数之间的关系及其测定

国际水协(IAWQ)推出的ASM1、ASM2、ASM2D号模型中描述微生物的衰亡过程采用了死亡-再生模式,而ASM3号模型中描述微生物的衰亡则采用了传统减衰模式,文章从两种减衰模式的机理出发,指出了两者之间的区别与联系,并详细推导了两种减衰模式中各参数之间的关系,以此得出了异养菌传统减衰系数bH'和死亡-再生减衰系数bH的测定计算方法。文中在20℃条件下,对以印染废水为主的实际污水处理厂活性污泥的异养菌减衰系数bH'和bH进行了测定,所得结果分别为0.20和0.50。     

Spatial variations in daily average CO2 concentrations above wetland surface of Xianghai National Nature Reserve, China

Horizontal and vertical variations of daily average CO2 concentration above the wetland surface were studied in Xianghai National Nature Reserve of China in August, 2000. The primary purpose was to study spatial distribution characteristics of CO2 concentration on the four levels of height(0.1 m, 0.6 m, 1.2 m and 2 m) and compare the differences of CO2 concentration under different land covers. Results showed that daily average CO2 concentration above wetland surface in Xianghai National Natural Reserve was lower than that above other wetlands in northeast China as well as the worldwide average, suggesting that Xianghai wetland absorbed CO2 in August and acted as“sink” of CO2. The horizontal variations on the four levels of height along the latitude were distinct, and had the changing tendency of“decreasing after increasing” with the increase of height. The areas with obvious variations were consistent on different levels of height,and those with the highest variations appeared above surface of shore, sloping field, Typha wetland and Phragmites wetland; the vertical variations were greatly different, with the higher variations in Phragmites wetland and Typha wetland, and the lands near the shore and the sloping field with the lower variations. Spatial variations of daily average CO2 concentrations above wet!and surface were affected by surface qualities and land covers.     

序批式反应器的水力停留时间的理论探讨

根据液龄分布函数是二元函数的观点．推导出了当进、出水流量是时间的函数时，反应器的水力停留时间的通用积分式和离散式；然后得出了序批式反应器(SBR）的水力停留时间(HRT)具体表达式，并分析了用现有方法计算其水力停留时间所产生的误差．结果表明，最大相对误差rmax仅与充水比λ有关．且呈正相关关系．取典型值λ=0．4时，rmax高达25％。     

浅析元宝山露天矿疏干排水存在的问题

通过对元宝山露天矿疏干水现存问题的探讨 ,对问题成因进行分析 ,找出解决问题的的具体办法 ,为露天疏干水建设提供模型     

锌镉还原法的海水硝酸盐浓度

按照《海洋调查规范》(1991)中锌镉还原法 ,用三对基体来配制NO3 -标准溶液 :NaCl水 (31gNaCl加纯水至 1L)与无氮东海海水ECS、《海洋调查规范》(1991)人工海水SAS(NaCl水加MgSO4)与ECS和Strick land Parsons(1972 )人工海水SP72 (SAS加NaHCO3 )与ECS。经测定 ,且忽略标准曲线方程的截距 ,纯水与ECS的NO3 -还原率比为 0 .2 6 6 ,NaCl水与ECS的比为 0 .70 6 ,SAS与ECS的比为 0 .90 1,而SP72与ECS的比则为1.0 0 9。显然 ,用ECS和等价的SP72定出的值最接近天然海水中NO3 -的浓度。由《海洋调查规范》(1991)SAS定出的浓度须乘上 0 .90 1～ 0 .95 6后才接近海水中NO3 -浓度。     

基于环境的交通网络流分配模型

通过对车辆尾气排放的观察 ,建立了一个基于环境的固定需求用户均衡网络流分配模型。并用EXCEL求解了一具体算例。运用模型可以在满足交通需求的情况下 ,使车辆对环境的污染减少到最低限度     

Preparation of PFS coagulant by sectionalized reactor

The oxidation rate of ferrous sulfate is investigated for the preparation of polyferric sulfate(PFS)coagulant.In is proved that this reaction is zero order with respect to Fe^2 ,first order with respect to NO2(g),and first order with respect to the interface area between gas phase and liquid phase.According to this mechanism,sectionalized reactor(SR) is used in place of traditional reactor(TR),and the liquid of reaction mixture is recycled by pump.As a result,not only the flow path of reaction liquid is prolonged,but also gas-liquid contact area enlarged,and the reaction distinctly accelerated,compared with traditional reactor.The effects of parameters including temperature,acidity and others on the reaction rate are also discussed.     

应用改进密切值法进行地表水环境综合评价

针对密切值法应用中的实际问题,引入目标差值率和虚拟优点、劣点的概念,对密切值法进行了改进.将改进后的密切值法应用于地表水环境综合评价中,经实例分析表明,该方法概念清晰、计算简便实用,且从评价结果可获许多潜在的信息,是开展地表水流域水环境综合评价的一种有效的方法.