总有机碳与生化需氧量相互关系的实验研究

本文通过平行的生化培养试验证实,在“参与耗氧的含碳有机物”这一意义下,TOC和BOD是等价的,两者均服从一阶动力学过程并具有相同的降解速率常数,两者之间通过TOC的耗氧系数α和不可生化量b而存在线性的一般关系:BOD_5=α·(TOC—b)·exp(-5k_1).以在研究中关于BOD_5,与TOC的比值关系只是这一线性关系的特例.     

RUNOFF POLLUTION FROM MULTIPLE FAMILY HOUSING1

ABSTRACT: Increasingly, residential development in urbanizing areas is accomplished by large housing projects, composed of clusters of townhouses or garden partments. It is hypothesized that the runoff from such developments should carry more pollution than that from the same number of housing units on separate plots, because the runoff is conveyed directly to drainage channels rather than being drained across lawns and gardens, which may absorb part of the pollutants. In order to evaluate this effect, storm event data were obtained from a planned unit development near Hightstown, N. J., using samples taken every 10 minutes throughout the storm at two different storm sewers. Results show heavy metals pollution about what had been anticipated, in accordance with the hypothesis given above, and BOD ammonia and phosphates higher than predicted. The results are significant for areawide water quality planning in metropolitan areas, where projections of future pollution loadings depends upon the land use.     

微生物膜法快速测定水中的BOD

利用微生物膜法快速测定水中的BOD,用质控样和标液进行方法准确度和精密度的考察,标准偏差在0.9%～5.2%之间,相对误差≤4.0%,加标回收率为95.5%～103%.与接种稀释法进行对比实验,相对误差在1.5%～10.3%范围内,两种方法测定结果基本一致.     

河流中的BOD模型及其应用

本文将入流点源或主要支流作为一条新河段 并将分布水源的影响范围视为整条河流,既可避免S—P方程无法反映沿河污染排放态的缺陷.又可解决BOD修正模型计算繁杂的缺陷.建立在此基础上的各种BOD分布模型,具有较好的回归性和可操作性,反映了有机物随时间和空间的迁移转化.这些模式的提出,可为评价和选择污染物控制方案,制订排放标准,提供一个定量的科学依展     

水网区域的水质模拟预报及污染容量

本文研究了頔塘河震泽段的水质指标(BOD、DO)在水体中的迁移转化规律,建立起模拟頔塘河震泽段的水持数学模型。在以水环境规划为目标的水质数值模拟中,首次结合全面的水文分析及该河段的模型参数估计,给出頔塘河震泽段的水质模拟预报及全年污染容量的计算,作为水质管理规划的定量依据。     

A comparative study on cost analysis,efficiency, and process mechanism of effluent treatment plants in Bangladesh

Investigations were conducted into the treatment of effluents produced during manufacturing processes at both a chemicals production facility and a paint manufacturing facility. A comparison of costs of wastewater treatment at both facilities was also performed. The untreated effluents from both facilities were high in biological oxygen demand (BOD), chemical oxygen demand (COD), and total dissolved solids (TDS). In addition, the effluents from the two facilities deviated significantly in dissolved oxygen (DO) content and pH levels. However, both facilities ultimately released treated wastewater with allowable amounts or levels of BOD, COD, TDS, DO, and pH as permitted by the Department of the Environment, Ministry of Environment and Forests, Bangladesh (DOE). The effluent treatment plants (ETP) at both facilities contained combinations of chemical and biological treatment processes. The treatment processes used at the chemicals production facility and at the paint manufacturing facility were continuous and semi‐batch processes, respectively. The biological treatment section of the ETP at the chemicals production facility has both anaerobic and aerobic units, while the paint manufacturing facility has only an aerobic unit. Annual installation and operation costs of the ETP at the chemicals production facility was Bangladeshi Taka (Tk) 1,300,000 ($16,667 US dollars) and Tk 800,000 ($10,257), respectively. The annual installation and operation costs of the ETP at the paint manufacturing facility were Tk 3,050,000 ($39,103) and Tk 6,200,000 ($79,488), respectively.     

黄河包头段水质模型探讨

文章利用两种比较常用的水质模型对黄河包头段BOD/DO进行模拟,结果表明模拟效果较好,可以在实践中应用。     

多参数水质测定仪测定水中BOD5的不确定度评定

分析多参数水质测定仪测定水中BOD5的影响因素,并对各影响因素的不确定度进行计算和评定。结果表明影响其测量不确定度的主要因素是测量重复性的不确定度,其它因素是次要的。     

COD_(cr)与BOD_5的相关性研究

分析CODcr与BOD5的机理,并对纺织印染、食品制造、造纸及城镇生活的废水CODcr与BOD5的相关性进行分析。     

ICZS-活性污泥新技术处理CTMP废水的研究

探讨了ＩＣＺｓ－活性污泥生物系统在控制污泥膨胀过程中的影响因素及其处理效果。３个月的实验结果表明：当ＩＣＺｓ预反应段的条件控制在溶解氧小于０．０６ｍｇ／Ｌ,ｐＨ为７－７．６时,该生物系统能够有效控制污泥膨胀。ＩＣＺｓ－活性污泥生物系统具有高效去除污染物的能力。ＢＯＤ５,ＣＯＤ和ＴＳＳ总去除率的平均值分别高于９７％,８０％及９０％,其中仅ＩＣＺｓ段在预处理时间为２０ｍｉｎ时就能去除４９．０％－６２．