Ge Dan
Northeast Petroleum University, China E-mail:
Water Sci Technol. 2018 Feb;77(3-4):909-919. doi: 10.2166/wst.2017.606.
Organic material is considered to be a main component of oilfield fracturing wastewater (OFW). This work is intended to optimize the experimental conditions for the maximum oxidative degradation of organic material by coagulation and the UV/HO/ferrioxalate complexes process. Optimal reaction conditions are proposed based on the chemical oxygen demand (COD) removal efficiency. The overall removal efficiency of COD reached 83.8% when the dilution ratio of raw wastewater was 1:2, the pH was 4 and the FeCl loading was 1,000 mg/L in the coagulation process; the dosage of HO (30%,v/v) was 0.6% (v/v) and added in three steps, the n(HO)/n(Fe) was 2:1, n(Fe)/n(CO) was 3:1 and the pH was 4 in the UV/HO/ferrioxalate complexes process; the pH was adjusted to 8.5-9 with NaOH and then 2 mg/L of cationic polyacrylamide (CPAM) was added in the neutralization and flocculation process. The decrease in COD during the coagulation process reduced the required HO dosage and improve efficiency in the subsequent UV/HO/ferrioxalate complexes process. Furthermore, there was a significant increase of 13.4% in the COD removal efficiency with the introduction of oxalate compared with UV/Fenton. Experimental results show that the coagulation and UV/HO/ferrioxalate complexes process could efficiently remove the organic material dissolved in OFW. An optimal combination of these parameters produced treated wastewater that met the GB8978-1996' Integrated Wastewater Discharge Standard' level III emission standard.
有机物质被认为是油田压裂废水(OFW)的主要成分。本研究旨在优化实验条件,通过混凝以及紫外/过氧化氢/草酸铁络合物工艺实现有机物质的最大程度氧化降解。基于化学需氧量(COD)去除效率提出了最佳反应条件。在混凝过程中,当原废水稀释比为1:2、pH为4且FeCl投加量为1000mg/L时,COD的总去除效率达到83.8%;在紫外/过氧化氢/草酸铁络合物工艺中,过氧化氢(30%,v/v)投加量为0.6%(v/v)且分三步添加,n(过氧化氢)/n(铁)为2:1,n(铁)/n(草酸根)为3:1且pH为4;在中和絮凝过程中,用NaOH将pH调节至8.5 - 9,然后添加2mg/L的阳离子聚丙烯酰胺(CPAM)。混凝过程中COD的降低减少了后续紫外/过氧化氢/草酸铁络合物工艺中所需的过氧化氢用量并提高了效率。此外,与紫外/芬顿法相比草酸根的引入使COD去除效率显著提高了13.4%。实验结果表明,混凝和紫外/过氧化氢/草酸铁络合物工艺能够有效去除OFW中溶解的有机物质。这些参数的最佳组合产生了符合GB8978 - 1996《污水综合排放标准》三级排放标准的处理后废水。