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用于处理盐水的水处理污泥研究:批次试验

Investigation of water treatment sludge for the treatment of saline water: Batch studies.

作者信息

Letshwenyo Moatlhodi Wise, Machola Kesaobaka, Mokokwe Gobusaone

机构信息

Botswana International University of Science and Technology, Faculty of Engineering and Technology, Botswana.

Department of Civil and Environmental Engineering, Private Bag 16, Palapye, Botswana.

出版信息

Heliyon. 2023 Mar 30;9(4):e15040. doi: 10.1016/j.heliyon.2023.e15040. eCollection 2023 Apr.

Abstract

In this study, water treatment sludge was investigated through batch modes for the treatment of saline water to meet livestock drinking consents. The water quality was assessed using water quality index (WQI).The kinetic data was best described by the Pseudo - Second - Order model and the equilibrium isotherm by the Freundlich model. The maximum removal efficiency was 51.5 ± 0.65%, 22.6 ± 0.5% and 100% for Sulphates (SO ), Chloride (Cl), and Nitrates (NO ), respectively. The maximum removal efficiency of sodium (Na) and nickel (Ni) was 100% each at 0.4g dose and that of manganese (Mn) was 87.5% at 1.2g dose. The effect of temperature revealed that the adsorption capacity for anions, decreased with increasing temperature, whereas for the cations the adsorption capacities increased with increasing temperature. The water treatment sludge reduced the total dissolved solids (TDS) and electrical conductivity (EC) from the initial values of 19600 mgL and 38900 μScm to 98 mgL and 1728 μScm,respectively. The Water Quality Indices were 37.35 and 7.57, before and after treatment, respectively. Water treatment sludge can be used for the pre-treatment process before using conventional treatment technologies. Pilot scale investigations should be conducted before field trials.

摘要

在本研究中,通过间歇模式对水处理污泥进行了研究,以处理盐水以满足牲畜饮用标准。使用水质指数(WQI)评估水质。动力学数据用伪二级模型能得到最佳描述,平衡等温线用弗伦德利希模型描述。硫酸盐(SO)、氯化物(Cl)和硝酸盐(NO)的最大去除效率分别为51.5±0.65%、22.6±0.5%和100%。钠(Na)和镍(Ni)在剂量为0.4g时的最大去除效率均为100%,锰(Mn)在剂量为1.2g时的最大去除效率为87.5%。温度的影响表明,阴离子的吸附容量随温度升高而降低,而阳离子的吸附容量随温度升高而增加。水处理污泥将总溶解固体(TDS)和电导率(EC)分别从初始值19600mg/L和38900μS/cm降至98mg/L和1728μS/cm。处理前后的水质指数分别为37.35和7.57。水处理污泥可用于传统处理技术之前的预处理过程。在进行现场试验之前应进行中试规模的研究。

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