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Potential Effects Of Desalinated Water Quality On The Operation Stability Of Wastewater Treatment Plants

机译:淡水水质对污水处理厂运行稳定性的潜在影响

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Desalinated water is expected to become the major source of drinking water in many places in the near future, and thus the major source of wastewater to arrive at wastewater treatment plants. The paper examines the effect of the alkalinity value with which the water is released from the desalination plant on the alkalinity value that would develop within the wastewater treatment process under various nitrification-denitrification operational scenarios. The main hypothesis was that the difference in the alkalinity value between tap water and domestic wastewater is almost exclusively a result of the hydrolysis of urea (NH_2CONH_2, excreted in the human urine) to ammonia (NH_3), regardless of the question what fraction of NH_3(aq) is transformed to NH4+. Results from a field study show that the ratio between the alkalinity added to tap water when raw wastewater is formed (in meq/1 units) and the TAN (total ammonia nitrogen, mole/1) concentration in the raw wastewater is almost 1:1 in purely domestic sewage and close to 1:1 in domestic wastewater streams mixed with light industry wastewaters. Having established the relationship between TAN and total alkalinity in raw wastewater the paper examines three theoretical nitrification-denitrification treatment scenarios in the wastewater treatment plant (WWTP). The conclusion is that if low-alkalinity desalinated water constitutes the major water source arriving at the WWTP, external alkalinity will have to be added in order to avoid pH drop and maintain process stability. The results lead to the conclusion that supplying desalinated water with a high alkalinity value (e.g. ≥100 mg/100 as CaCO_3) would likely prevent the need to add costly basic chemicals in the WWTP, while, in addition, it would improve the chemical and biological stability of the drinking water in the distribution system.
机译:预计在不久的将来,淡化水将成为许多地方的主要饮用水来源,因此将成为进入废水处理厂的废水的主要来源。本文考察了在各种硝化-硝化操作方案下,从脱盐厂释放的水的碱度值对废水处理过程中产生的碱度值的影响。主要假设是,自来水和生活污水之间的碱度值差异几乎完全是尿素(NH_2CONH_2,从人尿中排出的)水解为氨水(NH_3)的结果,而与NH_3的比例无关(aq)转化为NH4 +。现场研究的结果表明,形成原废水时添加到自来水中的碱度(以meq / 1为单位)与原废水中的TAN(总氨氮,摩尔/ 1)浓度之间的比率几乎为1:1纯生活污水中的比例约为1:1,而生活污水与轻工业废水的比例接近1:1。建立了原废水中TAN与总碱度之间的关系后,本文研究了废水处理厂(WWTP)中的三种理论硝化-反硝化处理方案。结论是,如果低碱度淡化水是到达污水处理厂的主要水源,则必须添加外部碱度,以避免pH下降并保持工艺稳定性。结果得出的结论是,提供高碱度值(例如,CaCO_3≥100 mg / 100)的淡化水可能会阻止在污水处理厂中添加昂贵的碱性化学品的需要,同时,这还将改善化学品和分配系统中饮用水的生物稳定性。

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