统计分析最佳芬顿氧化条件对垃圾渗滤液处理的影响。
Statistical analysis of optimum Fenton oxidation conditions for landfill leachate treatment.
机构信息
Department of Civil and Environmental Engineering, Florida International University, 10555 West Flagler Street, Miami, FL 33174, USA.
出版信息
Waste Manag. 2013 Jan;33(1):81-8. doi: 10.1016/j.wasman.2012.08.005. Epub 2012 Sep 12.
Optimal operating conditions observed by peer reviewed publications for Fenton oxidation of raw and biological and coagulation treated leachates were reviewed and statistically analyzed. For the first-stage Fenton oxidation, the optimal pH range of 2.5-4.5 was observed for raw and coagulation treated leachates with a median pH of 3.0, whereas, for biologically treated leachate the optimum pH range was 2.5-6.0 with a median pH of 4.2. Theoretically, the optimal ratio of H(2)O(2)/Fe(2+) should be the ratio of rate constants of the reactions between OH() radical with Fe(2+) and H(2)O(2), which is approximately 11; however, for leachate treatment, a median optimum relative dose of 1.8 (w/w) (3.0M/M) was observed. Biologically treated leachate showed relatively lower optimum ratio of H(2)O(2)/Fe(2+) doses (median: 0.9 w/w) as compared to raw (median: 2.4 w/w) and coagulation treated (median: 2.8 w/w) leachate. Median absolute doses of H(2)O(2) and Fe(2+) were 1.2mg H(2)O(2)/mg of initial COD (COD(0)) and 0.9 mg Fe(2+)/mg COD(0), respectively and raw leachate required higher reagent doses compared to pretreated leachates. A universal Fenton oxidation relationship between COD removal efficiency (η) and COD loading factor (L(COD)) for landfill leachate treatment was developed. As L(COD) increases from 0.03 to 72.0, η varies linearly as η=0.733 L(COD)-0.182. This robust linear relationship between L(COD) and η holds for Fenton oxidation of raw as well as biological and coagulation treated leachates. The relationship was validated using Leave-one-out cross validation technique and errors in predicting η using L(COD) were evaluated by applying Monte Carlo Simulation. As a result, the relationship can be used as a universal equation to predict Fenton treatment efficiency for a given COD(0) loading in the range of 0.03-72.0 for landfill leachate treatment.
对同行评议文献中观察到的芬顿氧化法处理原始、生物和混凝处理渗滤液的最佳操作条件进行了综述和统计分析。对于第一阶段的芬顿氧化,原始和混凝处理渗滤液的最佳 pH 范围为 2.5-4.5,中值 pH 为 3.0,而生物处理渗滤液的最佳 pH 范围为 2.5-6.0,中值 pH 为 4.2。从理论上讲,H(2)O(2)/Fe(2+)的最佳比值应为 OH()自由基与 Fe(2+)和 H(2)O(2)之间反应速率常数的比值,约为 11;然而,对于渗滤液处理,观察到的中位数最佳相对剂量为 1.8(w/w)(3.0M/M)。与原始(中位数:2.4 w/w)和混凝处理(中位数:2.8 w/w)渗滤液相比,生物处理渗滤液的 H(2)O(2)/Fe(2+)剂量的最佳比例相对较低(中位数:0.9 w/w)。H(2)O(2)和 Fe(2+)的中位数绝对剂量分别为 1.2mg H(2)O(2)/mg 初始 COD(COD(0))和 0.9mg Fe(2+)/mg COD(0),原始渗滤液比预处理渗滤液需要更高的试剂剂量。建立了一种用于垃圾渗滤液处理的通用芬顿氧化关系,即 COD 去除效率(η)与 COD 负荷因子(L(COD))之间的关系。随着 L(COD)从 0.03 增加到 72.0,η呈线性变化,η=0.733 L(COD)-0.182。该线性关系在原始以及生物和混凝处理渗滤液的芬顿氧化中均成立。通过使用留一法交叉验证技术验证了该关系,并通过应用蒙特卡罗模拟评估了使用 L(COD)预测 η的误差。因此,该关系可作为一种通用方程,用于预测给定 COD(0)负荷在 0.03-72.0 范围内的垃圾渗滤液处理的芬顿处理效率。