Kantawanichkul S, Somprasert S
Department of Environmental Engineering, Chiang Mai University, Chiang Mai 50200, Thailand.
Water Sci Technol. 2005;51(9):47-53.
The objectives of this study were to find appropriate conditions for nitrogen removal by a compact combined constructed wetland system and to evaluate the removal rate constant in a tropical climate. This study will present suitable operating conditions for a combined system to treat pig farm wastewater containing high ammonia-nitrogen. Four laboratory-scale combined constructed wetland units (0.5 x 1.0 x 1.0 m3): vertical flow vegetated bed over horizontal flow sand bed, were operated under an average temperature of 24 degrees C. Pig farm wastewater with COD and NH4-N concentration of 1034 and 448 mg/L in average was fed to the system at different HLR from 2 to 8 cm/day. The performance of the system when operated with a vertical flow bed followed by a horizontal flow bed or vice versa did not show a significant difference but under high HLR, nitrogen removal efficiencies were clearly reduced. Nitrobacter and Nitrosomonas were found in a large number in vertical flow beds and the same for denitrifier bacteria in a horizontal flow beds. Removal rate constants for nitrification (kNH4+ -N) were 0.0413 m/d for H-Vmode and 0.0339 m/d for V-H mode. Removal rate constants for denitrification (kNOx-N) were 0.0979 m/d for H-Vmode and 0.0399 m/d for V-H mode, respectively.
本研究的目的是找到紧凑型组合人工湿地系统脱氮的适宜条件,并评估热带气候下的去除速率常数。本研究将给出组合系统处理含高氨氮猪场废水的适宜运行条件。四个实验室规模的组合人工湿地单元(0.5×1.0×1.0立方米):垂直流植被床在上、水平流砂床在下,在平均温度24摄氏度下运行。将平均化学需氧量(COD)和氨氮(NH4-N)浓度分别为1034和448毫克/升的猪场废水以2至8厘米/天的不同水力负荷率(HLR)输入系统。系统先运行垂直流床后接水平流床或反之的运行性能没有显著差异,但在高水力负荷率下,脱氮效率明显降低。在垂直流床中发现大量硝化细菌和亚硝化单胞菌,水平流床中反硝化细菌的情况相同。硝化作用的去除速率常数(kNH4+-N),垂直流床在前、水平流床在后(H-V模式)为0.0413米/天,水平流床在前、垂直流床在后(V-H模式)为0.0339米/天。反硝化作用的去除速率常数(kNOx-N),H-V模式为0.0979米/天,V-H模式分别为0.0399米/天。