[1] |
管凛, 荆肇乾, 熊顺华, 等. 太湖流域污水处理厂升级改造的措施与思考[J]. 自然灾害学报, 2011, 20(5): 65-68.
|
[2] |
杨敏, 颜秀勤, 孙雁, 等. A2/O-MBR工艺城镇污水处理厂能耗特征与运行优化[J]. 给水排水, 2016, 52(12): 44-47. doi: 10.3969/j.issn.1002-8471.2016.12.009
|
[3] |
陆桂勇, 刘礼祥, 杨旭良, 等. 城市污水厂提标后全流程节能优化控制[J]. 中国给水排水, 2013, 29(4): 94-99. doi: 10.3969/j.issn.1000-4602.2013.04.025
|
[4] |
LONGO S, D ANTONI B M, BONGARDS M, et al. Monitoring and diagnosis of energy consumption in wastewater treatment plants. A state of the art and proposals for improvement[J]. Applied Energy, 2016, 179(5): 1251-1268.
|
[5] |
杨凌波, 曾思育, 鞠宇平, 等. 我国城市污水处理厂能耗规律的统计分析与定量识别[J]. 给水排水, 2008, 34(10): 42-45. doi: 10.3321/j.issn:1000-4602.2008.10.011
|
[6] |
金昌权, 汪诚文, 曾思育, 等. 污水处理厂能耗特征分析方法与节能途径研究[J]. 给水排水, 2009, 45(S1): 270-274.
|
[7] |
BRAVO L, FERRER I. Life cycle assessment of an intensive sewage treatment plant in Barcelona (Spain) with focus on energy aspects[J]. Water Science & Technology, 2011, 64(2): 440-447.
|
[8] |
TANG Y, GUO L L, HONG C Y, et al. Seasonal occurrence, removal and risk assessment of 10 pharmaceuticals in two sewage treatment plants of Guangdong, China[J]. Environmental Technology, 2017, 40(4): 458-469.
|
[9] |
郭泓利, 李鑫玮, 任钦毅, 等. 全国典型城市污水处理厂进水水质特征分析[J]. 给水排水, 2018, 54(6): 12-15. doi: 10.3969/j.issn.1002-8471.2018.06.003
|
[10] |
MIZUTA K, SHIMADA M. Benchmarking energy consumption in municipal wastewater treatment plants in Japan[J]. Water Science & Technology, 2010, 62(10): 2256-2262.
|
[11] |
徐靖. 新加坡第五个水回用厂正式投运[J]. 水处理技术, 2017, 43(3): 67-70.
|
[12] |
郝晓地, 孟祥挺, 付昆明. 新加坡再生水厂能耗目标及其技术发展方向[J]. 中国给水排水, 2014, 30(24): 7-11.
|
[13] |
ELAWWAD A, NAGUIB A, ABDELHALIM H. Modeling of phenol and cyanide removal in a full-scale coke-oven wastewater treatment plant[J]. Desalination & Water Treatment, 2016, 57(52): 1-13.
|
[14] |
AN D, QU F, LIANG H, et al. A novel integrated vertical membrane bioreactor (IVMBR) for removal of nitrogen from synthetic wastewater/domestic sewage[J]. Chemical Engineering Journal, 2013, 223(3): 908-914.
|
[15] |
ZHANG P Y, QU Y, YU D S, et al. Comparison of heterotrophic nitrification and aerobic denitrification system by strain qy37 and its accelerating removal characteristic of ${{\rm{NH}}_4^{+}} $ -N[J]. Environmental Science, 2010, 31(8): 1819-1826.
|