首页> 外文期刊>Water, Air, and Soil Pollution >OPERATIONAL OPTIMISATION OF PILOT SCALE BIOLOGICAL NUTRIENT REMOVAL AT THE CIUDAD REAL (SPAIN) DOMESTIC WASTEWATER TREATMENT PLANT
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OPERATIONAL OPTIMISATION OF PILOT SCALE BIOLOGICAL NUTRIENT REMOVAL AT THE CIUDAD REAL (SPAIN) DOMESTIC WASTEWATER TREATMENT PLANT

机译:城大(西班牙)家庭污水处理厂中试规模生物营养去除的操作优化

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摘要

The aim of this work is optimising operating conditions for a possible implementation of a Biological Nutrient Removal (BNR) process in the Wastewater Treatment Plant (WWTP) of Ciudad Real (Spain). Several factors (hydraulic retention times, anaerobic nitrate concentration, sludge age and wastewater biodegradability) were tested using a pilot scale VIP (Virginia Initiative Plant) activated sludge process and domestic wastewater from the full scale plant. Hydraulic retention times used did not cause changes in N and P removal. P removal was adversely affected by anaerobic NO_3~- and improved with higher BOD_5/COD ratios in wastewater. Influence of sludge age was very low in P removal, but N removal was mainly affected by this factor. Final operating conditions were selected taking into account their effects over one of both nutrients. COD and SS removal were always successful. N removal was also easily reached and the main difficulty was P removal. P sludge content was very low (2.5-4%) approximately and was also affected by the same factors tested. The main factor to improve P removal was supposed to be the organic wastewater composition. Wastewater characteristics were modified by using different sources from the WWTP. Volatile fatty acids (VFA) addition to the wastewater by using supernatant of the anaerobic sludge digesters seemed to be the best practical solution for a future BNR implementation in the WWTP.
机译:这项工作的目的是优化运行条件,以便在西班牙雷阿尔城的废水处理厂(WWTP)中实施生物营养去除(BNR)工艺。使用中试规模的VIP(Virginia Initiative Plant)活性污泥工艺和规模化工厂的生活废水测试了多个因素(水力停留时间,厌氧硝酸盐浓度,污泥年龄和废水的生物降解性)。使用的水力停留时间不会导致氮和磷去除量的变化。厌氧NO_3〜-对磷的去除有不利影响,并随着废水中BOD_5 / COD的增加而提高。除磷对污泥年龄的影响很小,但除氮主要受该因素影响。选择最终操作条件时要考虑到它们对两种营养素之一的影响。 COD和SS去除总是成功的。去除氮也很容易,主要困难是去除磷。 P污泥的含量大约非常低(2.5-4%),并且还受测试的相同因素的影响。改善除磷的主要因素被认为是有机废水的组成。废水特性通过使用污水处理厂的不同来源进行了修改。通过使用厌氧污泥消化池的上清液向废水中添加挥发性脂肪酸(VFA),似乎是污水处理厂未来实施BNR的最佳实用解决方案。

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