Nitrogenous compounds removal from recalcitrant wastewaters using biofilms on filamentous bamboo

被引:3
|
作者
Cao, Wenping [1 ,2 ]
机构
[1] Xuzhou Inst Technol, Jiangsu Key Lab Food Resource Dev & Qual Safety, 1 Fuchun Rd, Xuzhou 22111, Peoples R China
[2] Xuzhou Inst Technol, Sch Environm Engn, 1 Fuchun Rd, Xuzhou 221111, Peoples R China
关键词
Filamentous bamboo; Biocarriers; Removal of nitrogenous compounds; Biodegradability; Most probable number; Nitrifying bacteria; Denitrifying bacteria; SIMULTANEOUS NITRIFICATION-DENITRIFICATION; AEROBIC GRANULAR SLUDGE; PHOSPHORUS REMOVAL; CARBON SOURCE; REACTOR; SUBSTRATE; THICKNESS; CARRIER; BLENDS; OXYGEN;
D O I
10.1080/19443994.2015.1063460
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Two biofilm reactors, one based on the use of filamentous bamboo (bioreactor with filamentous bamboo, (BFB)) and the other on the use of filamentous plastics (bioreactor with filamentous plastics, (BFP)), were used to remove nitrogenous compounds from recalcitrant wastewater that was characterized by a high organic load and a low C/N ratio. The BFP was used as a control bioreactor. Experimental results indicated that when influent COD (chemical oxygen demand associated with a K2Cr2O4 oxidizer) concentrations were in the range of 804-5100mg/L and BOD5 maintained at 45.0-1100mg/L, a total nitrogen (TN) removal rate of 43.06-96.70% and 28.6-82.66% for BFB corresponded to COD levels of 98-251mg/L and a BOD/TN value of 0.51-1.87, but the corresponding TN rate was only 4.86-39.43% and 3.46-48.72% for BFP. The removal efficiency of nitrogenous compounds of the BFB was thus much higher than that of the BFP. Experimental results indicated that effective denitrification had been achieved, due to the use of filamentous bamboo as a means for removing biological nitrogenous compounds, a system that is suitable for the treatment of high-concentration recalcitrant wastewater in which the C/N ratio is low. The distribution characteristics of the main bacteria indicated that the total bacterial count at the inlet and outlet was roughly the same during the wastewater treatment. Bacteria and nitrifying bacteria were distributed near the outlet, while denitrifying bacteria was evenly distributed in the reactor.
引用
收藏
页码:13995 / 14003
页数:9
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