斜板沉淀池在高炉煤气洗涤中的应用研究

对斜板沉淀池在新钢公司高炉煤气洗涤中的应用研究进行了报道，同时与原系统平流沉淀池从工艺参数和经济性等方面进行了比较。运行结果表明，采用斜板沉淀池节省了投资，使循环水利用率从55％提高92％，出水水质得到显著提高，减少了环境污染。     

合流制排水系统溢流污染就地调蓄处理控制技术研究

在对高效混合絮凝斜板沉淀工艺进行现场中试的基础上,将化学强化处理工艺与调蓄池相结合,针对上海市某合流制排水系统,进行调蓄/沉淀池的概念设计,提出主要设计参数,利用计算流体力学(CFD)模型对调蓄/沉淀池进行优化设计.试验和模拟结果表明,调蓄/沉淀池与单纯的调蓄池相比具有更好的溢流污染控制效果和效益/造价比.     

斜板隔油沉淀池的设计与应用

结合冶金系统连铸水处理工程实例，简单介绍一种斜板隔油沉淀池的设计方法及运行情况。     

炼油废水处理设施的工艺改进

针对炼油废水处理设施运行过程中存在的问题 ,采取了相应的改进措施 :在气浮池中 ,取消多孔集水管 ,增设导水集泥斜板 ,将隔墙斜置 ,改顺水流刮渣为逆水流刮渣 ;在曝气沉淀池中 ,改池底中央进水为沿回流缝多点进水 ,改周边集水槽出水为径向集水槽出水 ;将活性炭回转再生炉改造为立式移动床。运行表明 ,改造取得了满意的效果。并从设计、运行控制参数的改进以及流体力学的基础理论等方面进行了论述     

接触氧化-人工湿地去除印染废水中的COD

采用絮凝沉淀＋接触氧化＋人工湿地工艺处理印染废水中COD研究.结果表明,斜板沉淀池出水COD平均值为1322 mg/L,此间COD去除率为38.6%;二沉池出水COD平均值为71 mg/L,此段COD去除率达94.6%;人工湿地出水COD平均值为37 mg/L,人工湿地COD去除率为48.0%.处理设施COD总去除率98.3%.     

炼油废水处理设施的工艺改进

针对炼油废水处理设施运行过程中存在的问题，采取了相应的改进措施；在气浮池中，取消多孔集水管，增设导水集泥斜板，将隔墙斜置，改顺水流刮渣为逆水流刮渣；在曝气沉淀池中，改池底中央进水为沿回流缝多点进水，改周边集水槽出水为径向集水槽出水；将活性炭回转再生炉改造为立式移动床。运行表明，改造取得了满意的效果。并从设计，运行控制参数的改进以及流体力学的基础理论等方面进行了论述。     

接触氧化-人工湿地去除印染废水中的COD

采用絮凝沉淀+接触氧化+人工湿地工艺处理印染废水中COD研究。结果表明,斜板沉淀池出水COD平均值为1322mg/L,此间COD去除率为38·6%;二沉池出水COD平均值为71mg/L,此段COD去除率达94·6%;人工湿地出水COD平均值为37mg/L,人工湿地COD去除率为48·0%。处理设施COD总去除率98·3%。     

矩形池单管排泥均匀性研究

矩形池如平流沉淀池、斜板(管)沉淀池,其排泥方法一般用刮泥机将污泥刮至方锥形泥斗,定期排除泥量;小型矩形池可不用刮泥机,直接采用多斗人工或PLC编程定期排泥。无论哪种排泥都存在泥斗/控制阀门/阀门井数量多、操作不便的弊端。将泥斗改为泥槽,主要探讨了用单管排泥代替多斗多管排泥的分析与计算方法。     

重介质混凝沉淀工艺工程应用中的难点及解决方案

为了解决重介质混凝沉淀技术中重介质微粒粒径小、密度高、流动性差、对后续工艺影响大等难点问题,通过调节重介质粉的材质与参数、设计投加与回收方式、改善沉淀池斜板清洗方案等各项技术,申请相关设备专利并提供了解决方案。结果表明,在实际运行过程中,CASS出水的水质经重介质混凝沉降后得到进一步的改善。另一方面,与传统混凝沉淀工艺的土地占地面积相比,能够节省20%以上的占地面积以及20%左右混凝剂的投加量。工艺的改进也提高了工艺运行的稳定性和重介质粉的回收率。研究从整体优化了重介质混凝沉淀工艺,有利于其在实际工程中的应用。     

生物预处理后给水沉淀池生物污泥回流净水效果的研究

针对季节性氨氮和有机微污染水源,通过回流生物预处理后沉淀池生物污泥至絮凝池,进行常规生物强化处理。不同污泥回流比工况的中试实验表明,污泥回流比宜在1.5%～5%之间选取,回流比再加大,生物强化效应不会增加;相比不回流工况27.6%的CODMn平均去除率,在污泥回流比为1.5%、3%和5%的运行工况下,沉淀池出水相对于预处理出水CODMn的平均去除率分别为44.5%、44.1%和45.5%;同时,在1.5%～5%之间选取污泥回流比,絮凝剂投加量减少了17 mg/L,并且沉淀池出水浊度降低,氨氮去除率也有提高。     

铁炭微电解法处理拉开粉废水的研究

就铁炭微电解法处理拉开粉废水的工艺参数及其处理效果进行了试验研究 ,采用絮凝沉淀 酸化微电解 中和沉淀流程 ,拉开粉和CODCr的总去除率可分别达到 87.7%和 83.4 %。     

预氧化-混凝沉淀法处理制浆造纸废水的研究

采用预氧化 混凝沉淀法处理制浆造纸废水。研究了以氯化铁、聚丙烯酰胺为混凝剂 ,氢氧化钙为助凝剂的混凝沉淀法和KMnO4预氧化的最佳实验条件。实验结果表明 ,预氧化 混凝沉淀法对造纸废水的处理有较好的效果 ,其CODCr的去除率达 93.4 2 % ,比混凝沉淀法提高了 2 6 .8%。     

废旧电路板的组成与解离特性研究

废旧印刷电路板是电子废弃物的重要组成部分,含有大量金属、玻璃纤维增强树脂、塑料等有回收利用价值的组分,但处理不当会产生严重污染。在分析中,对细碎到粒度为5mm以下的废旧电路板物料中有价资源的赋存状态和解离特性进行了系统的研究,发现金属与非金属的基本解离粒度为1 2mm,解离度为55. 51%;塑料与其他金属(除铜、铁外)是0. 5mm以上废旧电路板物料中的主要组分,树脂与铜是0 .5mm以下物料中的主要组分;物料中平均金属含量为23. 80%,平均铜含量为5. 78%。     

Fate of bromine in pyrolysis of printed circuit board wastes

Behavior of Br in pyrolysis of the printed circuit board waste with valuable copper and oil recycling has been studied in the present work. Experimentally, pyrolysis of the printed circuit board waste generated approximately 40.6% of oils, 24.9% of noncondensible gases and 34.5% of solid residues that enriched in copper (90-95%). The cuts of the oils produced from pyrolysis of the printed circuit board waste into weighted boiling fraction were primarily light naphtha and heavy gas oil. Approximately 72.3% of total Br in the printed circuit board waste were found in product gas mainly as HBr and bromobenzene. However, by extended X-ray absorption fine structural (EXAFS) spectroscopy, Cu-O and Cu-(O)-Cu species with bond distance of 1.87 and 2.95 A, respectively, were observed in the solid residues. Essentially, no Cu-Br species was found.     

水厂常规工艺去除有机物和总磷

有机物、总磷是我国地表水源主要污染物,涉及范围广,污染浓度高,是影响水厂出水安全的重要因素。以某水厂净水系统为依托,分析水厂常规工艺对有机物和总磷的去除效果及影响因素。研究表明,地表水源水厂所采用的混凝+沉淀+过滤+消毒的传统工艺对有机物的去除率不高,在22.1%～61.3%之间,平均去除率为38.3%;其中,混凝沉淀是常规工艺中去除CODMn的关键环节,占总去除效果的43%～68%,过滤环节去除率约为10%;温度和混凝剂投加量是影响CODMn去除效果的主要因素。常规工艺对总磷的去除效果较好,去除率约为60%～90%,冬季略低,其他季节略高;混凝沉淀单元与过滤单元对总磷均有较好的去除效果,去除率分别为25%～77%和40%～76%。在当前水质条件下,水厂现行工艺可满足常规状况下有机物和总磷的去除需要。     

Occurrence and fate of heavy metals in the wastewater treatment process

The occurrence and the fate of heavy metals (Cd, Pb, Mn, Cu, Zn, Fe and Ni) during the wastewater treatment process were investigated in the wastewater treatment plant (WTP) of the city of Thessaloniki, northern Greece, operating in the activated sludge mode. For this purpose, wastewater and sludge samples were collected from six different points of the plant, namely, the influent (raw wastewater, RW), the effluent of the primary sedimentation tank (primary sedimentation effluent, PSE), the effluent of the secondary sedimentation tank (secondary sedimentation effluent, SSE), sludge from the primary sedimentation tank (primary sludge, PS), activated sludge from the recirculation stream (activated sludge, AS), and the digested/dewatered sludge (final sludge, FS).

The distribution of metals between the aqueous and the solid phase of wastewater was investigated. Good exponential correlation was found between the metal partition coefficient, logK_p, and the suspended solids concentration. The mass balance of heavy metals in the primary, secondary and the whole treatment process showed good closures for all metal species. The relative distribution of individual heavy metals in the treated effluent and the sludge streams indicated that Mn and Cu are primarily (>70%) accumulated in the sludge, while 47–63% of Cd, Cr, Pb, Fe, Ni and Zn remain in the treated effluent.     

湿式旋流脱硫除尘一体化装置在燃煤锅炉烟气净化上的应用

某中药厂4 t/h燃煤锅炉烟气采用湿式旋流脱硫除尘一体化装置取得了良好的效果,经实际运行测定除尘率达95%,脱硫率达77%,排出的烟气均能达到排放标准.该净化装置具有旋风水膜除尘器和湿式旋流板洗涤器的双重功能,通过介绍该一体化装置的机理、设计参数和技术经济分析,为燃煤锅炉烟气的脱硫除尘提供参考.     

Internal ecosystem feedbacks enhance nitrogen-fixing cyanobacteria blooms and complicate management in the Baltic Sea

Eutrophication of the Baltic Sea has potentially increased the frequency and magnitude of cyanobacteria blooms. Eutrophication leads to increased sedimentation of organic material, increasing the extent of anoxic bottoms and subsequently increasing the internal phosphorus loading. In addition, the hypoxic water volume displays a negative relationship with the total dissolved inorganic nitrogen pool, suggesting greater overall nitrogen removal with increased hypoxia. Enhanced internal loading of phosphorus and the removal of dissolved inorganic nitrogen leads to lower nitrogen to phosphorus ratios, which are one of the main factors promoting nitrogenfixing cyanobacteria blooms. Because cyanobacteria blooms in the open waters of the Baltic Sea seem to be strongly regulated by internal processes, the effects of external nutrient reductions are scale-dependent. During longer time scales, reductions in external phosphorus load may reduce cyanobacteria blooms; however, on shorter time scales the internal phosphorus loading can counteract external phosphorus reductions. The coupled processes inducing internal loading, nitrogen removal, and the prevalence of nitrogen-fixing cyanobacteria can qualitatively be described as a potentially self-sustaining "vicious circle." To effectively reduce cyanobacteria blooms and overall signs of eutrophication, reductions in both nitrogen and phosphorus external loads appear essential.     

Texanol® ester alcohol emissions from latex paints: Temporal variations and multi-component recoveries

This paper focuses on emissions of 2,2,4-trimethyl-1,3-pentanediol monoisobutyrate (TMPD-MIB) from two latex paints applied to three substrates (aluminum, gypsum board, and concrete). The first 48 h of each experiment involved small chamber testing. Specimens were then maintained in an office environment with intermittent rotation into chambers. Emission rates were observed for periods as long as 15 months, but were relatively low after 150 h. Airborne recoveries of TMPD-MIB were a strong function of the type of paint and substrate. Recoveries in air of approximately 50% (semi-gloss paint) to 90% (flat paint) were observed after 15 months for regular applications to gypsum board, but were less than 25% after 8–15 months for applications to concrete. TMPD-MIB was recovered in the dried paint film and substrate (in the case of gypsum board) with 96±6% mass closure.