Cl~-含量对含油污泥絮凝效果的影响

针对化学混凝处理含油污泥中混凝剂投加量大而混凝效率较低的问题,通过实验研究了Ｃｌ－对混凝剂处理含油污泥絮凝效率的影响。实验中采用抽滤的方法来测定絮凝效率。实验结果表明Ｃｌ－是影响絮凝效率的重要因素,Ｃｌ－＜１００００ｍｇ／Ｌ时,Ａｌ２（ＳＯ４）３、ＰＡＣ混凝效果较好,Ｃｌ－＞２００００ｍｇ／Ｌ时,ＰＡＭ的混凝效果较好。     

奶牛场废水处理技术研究

本文对奶牛场废水处理工艺进行了研究。结果表明,奶牛场废水经混凝处理后,ＣＯＤｃｒ 从２０１０ ｍｇ／Ｌ 下降到５６３ｍｇ／Ｌ～６９１ ｍｇ／Ｌ,ＮＨ３ － Ｎ 可从７１ ｍｇ／Ｌ 下降到２５ ｍｇ／Ｌ～３３ ｍｇ／Ｌ,ＣＭ 从１８０ 度下降到４０ 度～７０ 度。如采用混凝表面曝气处理工艺,可使奶牛场废水达到国家排放标准,且处理工艺简单、投资少、运行费低、易操作管理     

UASB—Fe反应器处理城市污水中试研究

本文对ＵＡＳＢ－Ｆｅ装置处理城市污水进行了中试研究，结果表明，当厌氧ＨＲＴ３－４小时，进水浓度总ＣＯＤｃｒ为２４１．２－４０２．３ｍｇ／ｌ，溶ＢＯＤ５为８０．６－１３６．８ｍｇ／ｌ，ＳＳ为１７０．８－１８９．８ｍｇ／ｌ时，其平均去除率依次为４２．１－５６．６％，６４．０－３９．８％和７２．９－６５．４％。讨论了厌氧ＨＲＴ，进水浓度，温度等因子对厌氧处理效果的影响情况。浅析了铁填料层在城市污水处理中     

百色油田含油污水混凝法除油试验

通过室内和现场试验表明，自然除油。混凝除油－压力过滤流程是适合百色油田含油污水处理的，通过投加混凝剂ＰＡＣ－４（加入量为３０～５０ｍｇ／Ｌ时），污水处理即可达到石油开发工业污水排放标准（ＣＯＤ除外），从而减轻和防止了对周围环境的污染，同时进一步处理后可作为油田回注地层水。     

化学混凝-催化氧化法处理钻井污水

由于钻井污水经混凝处理后仍存在ＣＯＤ、色度超标问题,因此需采用其他方法深度处理污水。故采用混凝－催化氧化法工艺处理钻井污水,混凝剂为硫酸铁或聚合硫酸铁,混凝剂加量一般为２０００ｍｇ／Ｌ,初始ｐＨ值为３．０～５．０,氧化时间为３ｈ等。通过实验结果可知：该方法完全能满足钻井污水处理的要求,处理后出水可达标外排。化学混凝－催化氧化处理工艺是解决高浓度钻井污水处理ＣＯＤ、色度超标的重要途径,在技术经济上是可行的,具有广阔的应用前景     

COD分光光度法与标准方法对比实验

ＣＯＤｃｒ分光光度快速测定法具有简便，快速，节能，省试剂等优点。其测定结果与标准方法之间有良好的可比性，最低检测限为５．０ｍｇ／ｌ 。     

离子选择电极法测定水和废水中总氰化物

本文在查阅国内外文献的基础上，对氰化物测定中的前处理方法和干扰消除进行了简要综述。同时对氰离子选择电极法测定氰化物进行了研究，测定的ｐＨ应控制为１２－１３，检测下限为０．０３ｍｇ／ｌ。并用离子交换的方法分离阳离子，以ＰｂＣＯ３为沉淀剂分离Ｓ＾２－后，对废水样进行分析，效果良好。     

4—AAP萃取光度法以蒸馏水代替无酚则定地面水中挥发酚

本文经过实验分析提出以蒸馏水代替无隶测定地面水虽挥发酚，结果表明，本方法检出限为０．００１７ｍｇ／ｌ，具有较高的精密度和准确度。本法省略了制备无酚 程序，从而使实验分析得到简化。     

氟对人体健康的影响

本文概述了氟对人体健康的作用和影响。根据世界卫生组织推荐成人量最适宜饮水含氟浓度为０．５－１．０ｍｇ／ｌ。青少年每日摄氟最高限量为２．５ｍｇ。摄氟适量有益于健康，但摄氟过量可导致氟中毒，缺氟又会引起移种生理和病理扔变化。为此，提出了改进摄氟的措施。     

TBP柱填料萃取回收铁钍渣浸出液中钍的研究

将ＴＢＰ固定于多孔载体上，用于萃取硝酸水溶液中的钍。实验表明，萃取分配比高，萃取容量大，能有效地防止乳化现象。将ＴＢＰ柱填料制备成填充柱，对含Ｔｈ＾４＋，Ｆｅ＾３＋和Ｃｅ＾３＋的铁钍渣浸出液进行萃取实验得出：当溶液硝酸浓度为４ｍｏｌ／ｌ，接触时间为１０ｍｉｎ时，萃余液中Ｔｈ＾４＋浓度粘于０．０１ｍｇ／ｌ。１ｇＴＢＰ柱填料可萃取的０．２５ｇ，反萃液中钍浓度为６２．５ｇ／ｌ，Ｆｅ＾３＋和Ｃｅ＾３＋的含     

Optimal conditions of Al and Fe extraction from laterite soil using D-optimal design

This paper reports pioneering work in identifying an alternative coagulation agent of wastewater treatment, given the availability of commonly used agents are of a higher cost relative to more natural sources, such as soil. The alternative proposed is laterite soil from northern Malaysia because it contains high amounts of Al and Fe, which are well-known coagulants. The soil was grinded and sieved to obtain uniform particle sizes of <250???m. Al and Fe were extracted from the soil. Extraction agents: (1) HCl, (2) NaOH, and (3) HCl?+?NaCl were chosen. It was found that the most effective agent to extract Fe was 5?N HCl while to extract Al was HCl?+?NaCl, 2 and 4?N, respectively. D-optimal design observed that extraction time t, temperature T, and ratio of amount of laterite soil to amount of extractants r, showed a significant effect on Al extraction. In contrast, the combination of factors t and r exhibited insignificant effect on Fe extraction while other factors were significant. The optimum conditions for extraction of both Al and Fe were 90?°C, 40?min, for r?=?1:15, which gave [Fe]?=?1,870?mg/l and [Al]?=?0.17?mg/l and 90?°C, 90?min, for r?=?1:10, which gave [Fe]?=?2,900?mg/l and [Al]?=?0.130?mg/l. Since concentration of Fe extracted from laterite soil was high, it was concluded that laterite soil can be considered as an alternative and novel source of coagulant applicable in a wastewater treatment coagulation process.     

The application of bioflocculant for the removal of humic acids from stabilized landfill leachates

The evaluation of bioflocculant, in comparison with traditional inorganic coagulants, for the removal of humic acids from landfill leachates stabilized by biological treatment, was performed using conventional jar-test coagulation experiments. The optimized conditions (pH and coagulant dosage) were identified for the treatment of synthetic solutions as well as for biologically pre-treated landfill leachates. It was found that the application of bioflocculant was quite efficient in the removal of humic acids from synthetic solutions as well as in the reduction of COD content from real landfill leachates. The optimal pH value was found to be between 7 and 7.5, while a 20 mg/l bioflocculant dosage was sufficient in providing more than 85% humic acid removal. The results were comparable with those obtained by the application of conventional coagulants such as alum or polyaluminum chloride; therefore, bioflocculant can be considered as a viable alternative in the treatment of landfill leachates applying coagulation.     

混凝沉降-微电解-催化氧化法处理钻井废水

采用混凝沉降-微电解-催化氧化法对钻井废水进行处理,筛选出最佳的工艺条件。实验结果表明,该法可使原水的CODCr从5846 mg/L降至150 mg/L以下,色度去除率达到100%,出水达到排放标准。混凝沉降-微电解-催化氧化法对于处理高CODCr、高色度钻井废水是行之有效的,具有广阔的应用前景。     

H2O2／Fe^2＋氧化偶合混凝法处理干膜废水的研究

本文研究了H2O2／Fe^2＋氧化偶合混凝法处理印刷电路板厂干膜废水。讨论了包括过氧化氢浓度、亚铁离子浓度、pH值、时间和混凝pH值等影响因素,试验结果表明,当过氧化氢浓度为457.0mg/L、铁离子浓度为400mg/L、氧化pH值4.0、反温度为40℃、反应时间180min时,COD去除率达84.7%,出水的水质达到排放标准。     

高浓度土霉素废水预处理工艺的试验研究

本试验采用混凝沉淀和气浮工艺处理高浓度土霉素废水,结果表明,作为预处理工艺,这套工艺在技术上是可行的;在石灰投加量为1500mg/L、PAC投加量为2250mg/L、PAM投加量为4mg／L的条件下,混凝沉淀的CODcr去除率达到75．8％,BOD5／CODcr的值由原来的0.15提高到0.32。     

混凝—催化臭氧化处理垃圾渗滤液MBR出水

本文研究了混凝—催化臭氧化对垃圾渗滤液MBR出水COD、UV254和色度的去除效果及可生化性能的影响。在pH 11,FeCl3用量800 mg/L的优化条件下,COD、UV254和色度去除率分别为37.8%、61.9%和88.7%。混凝出水催化臭氧化结果表明,3%-Ce/AC催化臭氧化效率最好,COD去除率为33.6%,臭氧消耗系数为1.40 mgO3/mgCOD。经混凝—催化臭氧化处理后,MBR出水的COD、UV254及色度总去除率分别为58.7%、90.8%及98.7%,BOD5/COD从0.036提高到0.375,可生化性明显改善。     

混凝强化COD_Cr减排方案的研究

通过M—BFA、PAFS和PFS三种混凝剂对出水浊度、CODcr和TP的去除效果的研究，分析了混凝强化降低上海市某污水处理厂出水CODcr的效果，给出了混凝强化CODcr减排方案。实验结果表明，采用M—BFA和PAM组合强化混凝，可控制CODcr浓度在120mg／L以内。     

Effect of sequentially combining methanol and acetic acid on the performance of biological nitrogen and phosphorus removal

A sequentially combined carbon (SCC) source using methanol and acetic acid was investigated for biological nitrogen and phosphorus removal in a wastewater treatment process consisting of an anoxic zone, an oxic zone and a final settling tank. The anoxic zone was divided into two separate anoxic zones to feed methanol in the first anoxic zone and acetic acid in the second anoxic zone. Methanol and acetic acid, each as the sole carbon source, were also tested for comparison. The use of SCC was superior in nitrogen removal with all combined COD ratios of methanol/acetic acid tested, yielding 95.8-97% efficiency (less than 1 mg N/l in the final effluent). The highest phosphorus removal of above 92% (final effluent concentration of 0.12 mg P/l) was achieved when only acetic acid was used at a quantity equivalent to 50 mg COD/l. However, when SCC was used, the acetic acid dosage of 50 mg COD/l could be reduced down to 20 mg COD/l when 30 mg COD/l was replaced by methanol; this resulted in a final effluent phosphorus concentration of 0.6 mg P/l. Additional benefits of SCC included the excellent sludge settling properties compared to the use of methanol or acetic acid alone.     

混凝沉淀SBR活性炭过滤处理垃圾渗滤液

采用沉淀-SBR-活性炭过滤复合工艺对城市垃圾渗滤液进行处理，确定混凝、SBR和活性炭过滤的最佳参数。结果表明，当进水CODcr 2500mg／L、氨氮在900mg／L的条件下，经该系统处理后，出水CODcr均在300mg/L以下，氨氮在20mg/L以下。CODcr去除率达90％以上，氨氮去除率达98％以上，达到去除有机物和氨氮的较好效果。     

某公司印染废水处理工程实例

某公司采用“一级混凝沉淀一水解酸化-A／O法-二级混凝沉淀”工艺处理印染废水,工程日常运行结果表明,在废水主要指标CODQ为660～690mg／L、色度为1200倍时,处理后出水COD0为70-90mg／L,色度为28-35倍,CODo的去除率为86％-89％,色度的去除率约为97％。废水处理系统综合电耗0．8kW·h／t污水,废水处理总运行费用2．2元／t污水,具有较好的技术经济指标。