摘要: 
开展了厌氧与缺氧/好氧交替式SBR处理实际印染废水的小试研究。厌氧SBR处理印染废水的COD平均去除率为75%,平均出水COD为237 mg/L。缺氧/好氧交替式SBR采用分段进水和外加碳源的方式处理厌氧SBR出水,两段进水分配比为800 mL:200 mL时,处理效果较佳,仅因反硝化碳源不足导致出水总氮未满足《纺织染整工业水污染物排放标准》(GB 4278-2012)的直接排放标准;外加葡萄糖的实际与理论投加量之比为3时,处理效果最佳,出水平均COD为79 mg/L、氨氮为0.4 mg/L、总氮为13.5 mg/L、总磷为0.14 mg/L,均满足直接排放标准。
                                                                                    关键词: 
                               																				                                       厌氧SBR, 
	                                                                        											                                       缺氧/好氧交替式SBR, 
	                                                                        											                                       印染废水, 
	                                                                        											                                       脱氮除磷, 
	                                                                        											                                       分段进水, 
	                                                                        											                                       外加碳源 
	                                                                                                    
                                                                                    Abstract: 
Lab-scale anaerobic and anoxic/aerobic alternative SBR was used for real printing and dyeing wastewater treatment. The average COD removal rate and effluent COD of anaerobic SBR treating raw wastewater was 75% and 237 mg/L. Anaerobic SBR effluent was further treated by anoxic/aerobic alternative SBR with the mode of step-wise feeding and external carbon source. When the two-step feeding ratio was 800 mL:200 mL, the treatment performance of anoxic/aerobic alternative SBR was better, where only total nitrogen could not meet the direct discharge standards of water pollutants for dyeing and finishing of textile industry(GB 4278-2012) due to insufficient carbon source for denitrification. When the ratio of real external carbon source(glucose) dosage vs. theoretical dosage for denitrification was 3, the treatment performance of anoxic/aerobic alternative SBR was best, where average effluent COD(79 mg/L), ammonia nitrogen(0.4 mg/L), total nitrogen(13.5 mg/L) and total phosphorus(0.14 mg/L) could meet the direct discharge standards.
                                                        	                            Key words: 
	                            																				                                       anaerobic SBR, 
	                                    	                            											                                       anoxic/aerobic alternative SBR, 
	                                    	                            											                                       printing and dyeing wastewater, 
	                                    	                            											                                       nitrogen and phosphorus removal, 
	                                    	                            											                                       step-wise feeding, 
	                                    	                            											                                       external carbon source 
	                                    	                                                            
                                                        
                            
                                                        	
								
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                                        															古航坤,黄斌,罗赵青,李灿,魏超,徐锡言,魏春海. 厌氧与缺氧/好氧交替式SBR处理印染废水[J]. 工业水处理, 2021, 41(1): 83-87.	
															                                                                                                        	                                                                                                                      Hangkun Gu,Bin Huang,Zhaoqing Luo,Can Li,Chao Wei,Xiyan Xu,Chunhai Wei. Anaerobic and anoxic/aerobic alternative SBR treatment for printing and dyeing wastewater[J]. Industrial Water Treatment, 2021, 41(1): 83-87.