农业排水废水低成本强化处理的最佳应用

Soliman Rania Adel, El Nadi MH, Hassan AA, Mohamed SA, Abdelmomen MM
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引用次数: 0

摘要

本研究的目的是应用一种新的技术,即利用聚乙烯片带处理流内废水,作为一种非常廉价的方法来提高农业废水的质量,以满足灌溉再利用的需要。这项研究是在一个试点工厂进行的,该工厂是由欧盟研究项目“下水道水质改善”在埃及El Sharqiyah省Bahr El Bakar农业排水沟附近的Faqous污水处理厂内建造的。聚乙烯条被用作在流媒体处理操作程序是确定最佳定位应用串行线达到水质目标为可重用的目的,首先是研究使用四个间隔30厘米通道2,第二次是70厘米的通道3,第三第四频道是100厘米,第四个是150厘米第5频道得到最好的提高效率和消除比率为生化需氧量(BOD),化学需氧量(COD)和重金属(HM)。每个通道包含6条串行帘线,以确定研究参数。结果表明,第一间隔30厘米达到去除BOD比率44.6%,27%的鳕鱼,41.7%,嗯,虽然间隔70厘米了BOD去除比率46%,27.7%的鳕鱼,43.3%,嗯,第三区间100厘米研究去除BOD比率51.6%,30%的鳕鱼,46%,嗯,最后为间隔150厘米了去除BOD比率分别为52.6%,30.5%的鳕鱼,英国为48%。研究证明,在所有测量参数中,帘线间距应等于或大于流中水深的两倍,以获得较高的去除效率。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Best application of low-cost enhancement treatment for agricultural drain wastewater
This study aimed to apply a new technique of treatment inside stream using polyethylene sheets strips as a very cheap method for enhancing the quality of agriculture wastewater to meet the irrigation reuse needs. The study was carried out on a pilot plant that was constructed by EU research project named “drains water quality enhancement” inside Faqous Wastewater Treatment plant nearby Bahr El Bakar agricultural drain in El Sharqiyah Governorate, Egypt. Polyethylene strips were used as in stream media treatment where the operation program was made to determine the best positioning for applied serial lines to achieve the target water quality for reuse purposes, The study used four intervals first was 30 cm in channel 2 ,the second was 70cm in channel 3, the third was 100cm in channel 4 ,and the fourth was 150 cm in channel 5 to get the best enhancing efficiency and the removal ratios for Biochemical Oxygen demand (BOD), Chemical Oxygen demand( COD) & Heavy metals (HM). Each channel contains six serial curtain lines to determine the study parameters. The results showed that the first interval 30 cm achieved removal ratios 44.6 %for BOD, 27 %for COD, and 41.7% for HM, while interval 70 cm produced removal ratios 46 %for BOD, 27.7 %for COD, and 43.3% for HM, for the third interval 100 cm the study get the removal ratios 51.6 %for BOD, 30 %for COD, and 46 % for HM, and finally for interval 150 cm the resulted removal ratio were 52.6 %for BOD, 30.5 %for COD, and 48 % for HM. The study proved that the curtain lines interval should be equal to or more than double the water depth in the stream to achieve higher removal efficiency in all measured parameters.
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