停留时间对水葫芦去除中水营养物影响的初步研究

Q2 Engineering
Rajnikant Prasad, Dayanand Sharma, Kunwar D. Yadav
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引用次数: 2

摘要

日益严重的水资源短缺导致废水在处理后用于非饮用目的。在实验室规模的研究中,研究了不同水力滞留时间(HDT)对灰水中营养物质修复的影响。灰水收集自印度苏拉特教育学院的宿舍大楼。在三次循环塑料反应器中进行了实验研究,并报告了平均去除率。在整个实验过程中监测了进水和出水的物理化学性质。进水平均灰水特征为:水温(27.52±0.22°C)、pH(6.95±0.07)、浊度(57.80±11.14 NTU)、COD(273.60±11.53 mg/L)、氨氮(5.32±0.84 mg/L)、磷磷(1.30±0.07 mg/L)、钠(57.80±11.14 mg/L)。三组均种植水葫芦,其中一组作为对照(不添加水葫芦)。与对照相比,种植水葫芦的反应器中营养物质显著减少。结果表明,HDT处理3 d的反应器对灰水中营养物的修复效果最佳。在最佳HDT条件下,对浊度、氨氮、磷磷和钠的平均去除率分别为97.77±0.33%、89.80±2.48%、84.64±0.84%和40.36±1.23%。本研究表明,间歇式处理中水所需的最佳HDT为3天。但灰水处理连续运行模式下的最佳HDT仍需进一步研究。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PRELIMINARY STUDY ON EFFECT OF DETENTION TIME ON NUTRIENT REMOVAL FROM GREYWATER USING WATER HYACINTH
Increasing water scarcity has resulted in the reuse of wastewater for non-potable purposes after treatment. In this laboratory-scale study, the effect of different hydraulic detention time (HDT) for remediation of nutrients from greywater was undertaken. Greywater was collected from the hostel building of educational institute in Surat, India. The experimental study was carried out in a circular plastic reactor all in triplicate and average removal were reported. The physicochemical properties of influent and effluent were monitored throughout the experiment duration. The average influent greywater characteristics were: water temperature (27.52 ± 0.22°C), pH (6.95 ± 0.07), turbidity (57.80 ± 11.14 NTU), COD (273.60 ± 11.53 mg/L), ammonium-nitrogen (5.32 ± 0.84 mg/L), phosphate-phosphorous (1.30 ± 0.07 mg/L), and sodium (57.80 ± 11.14 mg/L). Water hyacinth was planted in all three sets, and one was kept as control (without adding water hyacinth). Significant nutrient reduction was observed in reactor planted with water hyacinth compared to control. The result showed that reactor with HDT of 3 days performed optimum for remediation of nutrients from greywater. The average removal under optimal HDT observed for turbidity, ammonia, phosphate-phosphorous, and sodium was 97.77 ± 0.33%, 89.80 ± 2.48%, 84.64 ± 0.84%, and 40.36 ± 1.23% respectively. This study shows the optimum HDT of 3 days are required for greywater treatment in batch mode. However, further study is needed to explore the optimum HDT for continuous operation mode for greywater treatment.
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来源期刊
Water Conservation and Management
Water Conservation and Management Engineering-Ocean Engineering
CiteScore
2.90
自引率
0.00%
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0
审稿时长
12 weeks
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