分段重铬酸钾法测定高氯离子废水COD方法研究

通过对高盐废水COD测定时氯离子干扰与氧化剂浓度的关系研究发现:氧化剂浓度对氯离子干扰程度有较大的影响。根据研究结果,提出了用分段重铬酸钾法测定高盐废水COD的设想,并对此设想进行了验证。验证结果表明:用分段重铬酸钾法测定高盐废水COD的设想是完全可行的;而且方法的准确度较好,相对误差<9%,实际废水加有机物的回收率>92%。     

碘化钾碱性高锰酸钾法测定化学需氧量有关问题的释疑

最常见的化学需氧量(COD)的测定方法是铬酸钾法和高锰酸钾法。但用上述两种方法测定废水中COD时易受到氯离子的干扰。为此,提出了用“碘化钾碱性高锰酸钾法”消除氯离子干扰的机理。对碘化钾高锰酸钾法验证的结果表明,该方法适用于测定油气田和炼化企业高氯、低氯废水的COD。求出用碘化钾高锰酸钾法与铬酸钾法测定的COD比值,可将碘化钾碱性高锰酸钾测定法的CODOH.KI换算成铬酸钾法的CODCr值来衡量水体的有机物污染情况及判断废水是否达到排放标准。     

COD测定方法的发展与研究动态

本文较为全面地论述了COD测定方法的发展与研究现状。在论述了国标中COD标准方法不足之处的基础上，本文就标准方法的众多改进措施分类进行了比较与探讨，包括消解方法的改进、替代催化剂的研究以及氯离子干扰的消除，然后介绍了相关系数法、电化学法、分光光度法和流动注射法等COD测定替代技术。本文认为，研究试剂用量少、无污染的绿色COD测定方法具有重要而积极的意义，而研究适应性强、运行可靠、性价比高的COD在线监测仪则是COD监测的发展趋势。     

水中氯离子测定时干扰物的消除

用硝酸银滴定法测定水中氯离子时，存在S~2-、SO_3~2-、S_2_O_3~2-的干扰，原用H_2O_2消除干扰，但滴定到达终点后，颜色不太稳定，为此，我们采用过硫酸钾氧化法进行消除干扰的试验。实践证明,该方法对消除上述干扰物是可行的，对测定石油勘探开发废水中氯离子时消除干扰是适用的。     

高氯低COD废水中COD的测定

以某污水厂的高氯低COD生化出水为研究对象,探讨了硫酸汞加入量、K2Cr2O7溶液浓度、反应酸度、取水样量等参数对COD测定的影响,探讨消除该厂Cl-干扰最简单有效方法,结果表明:控制硫酸汞与氯离子比为15∶1(质量比)、K2Cr2O7浓度为0.18 mol/L、水样稀释0.75倍、Ag2SO4-H2SO4加入量为28mL,皆可有效减少氯离子的干扰。该方法相对氯气校正法,操作简单、准确可靠。     

氯离子对COD测定的影响及消除方法

为保证测定污水中COD数据的准确性,分析了不同浓度氯离子对污水中COD测定的影响,并对不同浓度氯离子的消除方法进行了实验和探讨。实验结果表明:当氯离子的质量浓度小于2000mg/L时,用国标法简单准确,当氯离子的质量浓度大于2000mg/L小于20000mg/L时,用氯气校正法更为合适。     

消除含氯废水对COD测定影响的探讨

本文讨论了天然气含氯废水中消除氯离子对化学需氧量测量值大小的影响,提出了COD测定时消除氯离子影响的方法,通过实验验证了标准曲线校正法测定含氯净化废水中COD的方法。     

高含氯水样高锰酸盐指数测定新方法

在高锰酸盐指数的测定中,干扰最为严重且难以消除的是氯离子(Cl-)的影响。高浓度氯离子的干扰会导致测定结果偏差大,无法界定高锰酸盐指数是否达标。对高含氯水样高锰酸盐指数测定新方法(改进的高锰酸盐指数法)的实验研究结果表明,在采用标准高锰酸钾法对高含氯水样进行的高锰酸盐指数测定中,利用稀释方法,在碱性条件下用硫酸锰作催化剂,可以避免氯离子的干扰,提高了高锰酸钾对有机物的氧化率,能真实地反映水样中有机物的污染程度。     

化学需氧量测定方法的改进及研究进展

化学需氧量是综合评价水体污染程度的重要指标,是水质监测的重要水质参数。文章就国标方法的众多改进措施分类进行了探讨,包括消解方法的改进、氧化剂、替代催化剂和酸体系的研究、氯离子干扰的消除以及取样均匀性的改进,然后介绍了相关系数法、分光光度法、连续流动分析法、原子吸收法、电化学法、化学发光分析法、生物法、臭氧氧化法、光催化氧化法等COD测定替代技术,评价了各种方法的优缺点。最后指出,建立灵敏、准确、适应性强、低耗、无二次污染、性价比高COD监测分析方法是COD监测的发展趋势。     

消除氯离子对CODcr快速仪法干扰的实验

氯离子浓度高于５００ｍｇ／Ｌ时,对ＣＯＤｃｒ的测定呈混浊干扰,通过加入ＨｇＳＯ４络合氯离子,可消除氯离子含量达２０００ｍｇ／Ｌ的干扰,过量的ＨｇＳＯ４对ＣＯＤｃｒ结果无影响。     

含氯废水COD测定的氯耗氧曲线校正法

本文介绍了一种重铬酸钾法测定含氯废水COD的改进分析方法——氯耗氧曲线校正法，测定中不加隐蔽剂HgSO4，通过调整催化剂Ag2SO4的加入时间，测得表现COD值，再扣除Cl^-对COD的贡献值，得出实际COD值。与标准方法相比，本法的准确度高、精密性好，同时还可避免汞盐污染环境。     

电絮凝＋电氧化法处理山西某区块煤层气采出水研究与实践

山西省某区块煤层气采出水水质均值为COD 170 mg/L,BOD₅29.7 mg/L,氨氮5.36 mg/L,氟化物6.59 mg/L,4个污染物指标超过GB 3838—2002《地表水环境质量标准》Ⅳ类水质限值要求。文章针对该地区煤层气采出水的可生化性差(BOD₅/COD≤20%)、氯离子含量较高等特点,采用“电絮凝+电氧化”法进行中试试验,处理后水质COD≤17 mg/L,氨氮≤0.1 mg/L,氟化物≤1.0 mg/L,试验结果表明:采用该方法可以有效降低COD、氨氮、氟化物等主要污染物指标,使该区块煤层气采出水达到GB 3838—2002标准Ⅳ类水质要求(COD≤30 mg/L、氨氮≤1 mg/L、氟化物≤1 mg/L)。应用中试试验研究成果,采用“双电+保障(过滤)”工艺在该区块建成了煤层气采出水处理示范工程,水处理站建成投运后出水水质稳定,始终满足GB 3838—2002《地表水环境质量标准》Ⅳ类水质要求。     

高锰酸钾强化混凝处理化工废水生化尾水

高锰酸钾氧化技术是提高混凝工艺去除有机污染物的有效途径之一。与其他方法相比,采用高锰酸钾氧化法作为混凝工艺的前处理工艺具有反应速度快、处理效率高、适用范围广等优点。实验采用高锰酸钾强化混凝处理生化尾水,考察了高锰酸钾投加量、反应时间、反应pH以及不同混凝剂组合的因素的影响。结果表明,COD,TOC,UV254等污染物的去除率随着高锰酸钾投加量的增加而增加;在高锰酸钾投加量小于12 mg/L时,反应时间不应大于40 min;高锰酸钾对有机物的去除存在最优的pH,pH在6~7范围内,有机物去除率较高;高锰酸钾与不同混凝剂组合工艺相比于单独投加高锰酸钾或直接混凝剂混凝,COD去除率明显提高。高锰酸钾与聚合氯化铝组合混凝工艺对有机污染物的去除效果较其他组合工艺好。     

Significance of iron compounds in chemical and electro‐oxidation treatment of sugar industry wastewater: Batch reaction

Industrialization plays a major role in a nation's growth. However, with an increase in industrial activities, pollution levels are also increasing. Among all industries, the sugar‐processing industry is one that requires large amounts of water to process the sugar, and, consequently, it discharges large amounts of water as effluent. Highly polluted wastewater brings changes to the physicochemical characteristics of the surrounding environment. Iron compounds have had a significant impact when they are used in wastewater treatment in various applications, including when they are used to minimize the pollution levels in sugar industry wastewater (SIWW). To minimize the pollutant levels from SIWW, iron compounds have been key for uses in treatments involving chemical and electro‐oxidation. Two different methodologies of electrocoagulation and chemical coagulation have been used to treat SIWW. In electrocoagulation, an iron plate is used as an electrode material under specific operating conditions. Ferrous sulfate and ferric chloride have been used as chemical coagulants at various pH and mass loading levels. The use of iron metals shows an 82% reduction in chemical oxygen demand (COD) and an 84% reduction in color at the optimum condition of pH 6, an electrode distance of 20 millimeters, and a current density of 156 square centimeters. As a chemical coagulant, iron salt (ferrous sulfate) provides a reduction of 77% COD and a 91% reduction of color at pH 6 and a 40‐millimole mass loading. Electrochemical treatment using iron was found to be suitable to treat SIWW. The sludge generated after treatment can be burned or composted with the possible recovery of some of the treatment costs.     

Removal of organic matter and nitrogen from river water in a model floodplain

A significant improvement in river water quality cannot be expected unless nonpoint-source contaminants are treated in addition to the further treatment of point-source contaminants. If river water is sprayed over a floodplain, the consequent water filtration through the sediment profile can simultaneously remove organic matter and nitrogen in the water through aerobic and denitrifying reactions. This hypothesis was tested using lysimeters constructed from polyvinyl chloride (PVC) pipe (150 cm long, 15 cm in diameter) packed with loamy sand floodplain sediment. Water was applied to the top of the lysimeters at three different flow rates (48, 54, and 68 mm d(-1)). Concentrations of NO3 and dissolved oxygen (DO), chemical oxygen demand (COD), and redox potential (Eh) in the water were measured as functions of depth after the system reached steady states for both water flow and reactions. At the rate of 68.0 mm d(-1), a reducing condition for denitrification developed below the 5-cm depth due to the depletion of O2 by organic matter degradation in the surface oxidizing layer; Eh and DO were below 205 mV and 0.4 mg L(-1), respectively. At a depth of 70 cm, COD and NO3-N concentration decreased to 5.2 and 3.8 mg L(-1) from the respective influent concentrations of 17.1 and 6.2 mg L(-1). Most biodegradable organic matter was removed during flow and further removal of NO3 was limited by the lack of an electron donor (i.e., organic matter). These results indicate that the floodplain filtration technique has great promise for treatment of contaminated river water.     

Nanoparticles in wastewater from a science-based industrial park - coagulation using polyaluminum chloride

The Hsinchu Science-based Industrial Park (HSIP) is the hi-tech manufacturing hub of Taiwan. Wastewater from the HSIP contains numerous nano-sized silicate particles whose size distributions peak at 2 and 90 nm. A 3-5 mg l(-1) as Al dose of polyaluminum chloride (PACl) was used in the field to coagulate these particles, but the removal efficiency was low. Laboratory scale tests indicated that although PACl coagulation removed 52% of the turbidity and 48% of the chemical oxygen demand (COD) from water, its effect on nano-particle removal was minimal. About 58% of the soluble COD was associated with colloidal Si particles. A light scattering test and transmission electron microscopy (TEM) demonstrated that the nano-particles agglomerated in approximately linear aggregates of sizes 100-300 nm. Prolonged contact between residual PACl and the nano-particles generated large aggregates with sizes of up to 10 microm and a fractal dimension of 2.24-2.63. The results presented herein should be of interest in the processing of "high-tech" wastewater that contains nanosized silica particles.     

炼化废水中COD与BOD_5相关性的探讨

为了及时掌握炼化废水的BOD5值，因此对COD与BOD5之间的相关性进行了探讨试验；COD与BOD5的测定采用国家标准方法，连续20d，用最小二乘法计算COD与BOD5的相关关系式；通过相关式由COD值可求出当天相应的BOD5值，为及时调整污水处理设施提供依据。     

炼油废水回用于循环冷却水系统深度处理技术

为解决水资源紧缺问题,提高工业水资源的利用率,减少污水排放,采用臭氧催化氧化—活性炭吸附—石灰软化的工艺组合,深度处理炼油厂中二级处理达标排放的污水,探讨最佳工艺参数的选择,进行二级出水回用于循环冷却水的试验研究。试验表明:在臭氧氧化接触时间为40min,活性炭柱吸附通水流量为2L/h,石灰乳投加量0.32g/L、碳酸钠溶液0.06～0.10g/L、石灰软化搅拌15～20min,能使整套工艺达到最佳处理效果。小试阶段COD、氨氮、总硬度及总碱度的去除率分别达到96.00%、44.49%、64.61%、67.85%,硫酸根和氯离子均有所下降,通过整套工艺深度处理后,所得中水可作为循环冷却系统补充水。     

测定水样中化学需氧量的不确定度

对化学需氧量测定的不确定度进行合理评定,应充分考虑测定过程中的不确定度来源。建立了重铬酸钾法测定水样中化学需氧量不确定度的数学模型,对组成化学需氧量的各个因子的不确定度分量进行了详尽的分析和计算,得出了本次样品CODCr的测定结果为72.2mg/L,扩展不确定度为3.8mg/L。