中国给水排水
中國給水排水
중국급수배수
CHINA WATER & WASTEWATER
2009年
15期
60-62,66
,共4页
谢作甫%郑平%唐崇俭%屠展
謝作甫%鄭平%唐崇儉%屠展
사작보%정평%당숭검%도전
味精废水%生物除碳%生物脱氮%动力学
味精廢水%生物除碳%生物脫氮%動力學
미정폐수%생물제탄%생물탈담%동역학
monosodium glutamate wastewater%biological carbon removal%biological nitrogen removal%kinetics
为优化某味精废水处理工程的操作,研究了其除碳脱氮动力学特性.结果表明,对COD的最大比去除速率为0.110 kgCOD/(kgVSS·h),最大容积去除速率与实际容积负荷之比为17.28~21.12,最大比去除速率与实际污泥负荷之比为13~21,饱和常数KS为202 mgCOD/L;对氨氮的最大比去除速率为0.014 1 kgNH4+-N/(kgVSS·h),最大容积去除速率与实际容积负荷之比为8.86~11.25,最大比去除速率与实际污泥负荷之比为7~11,KS为19.1 mgNH4+-N/L,表明该工程去除COD和氨氮的潜力还很大,容易实现达标排放.当以葡萄糖为碳源时,对硝态氮的最大比去除速率为0.014 0 kgNO3--N/(kgVSS·h),KS为13.5 mgNO3--N/L;当以醋酸盐为碳源时最大比去除速率为0.024 4 kgNO3--N/(kgVSS·h),KS为12.0 mgNO3--N/L,表明醋酸盐比葡萄糖更有利于提高反硝化速率和强化脱氮效果.
為優化某味精廢水處理工程的操作,研究瞭其除碳脫氮動力學特性.結果錶明,對COD的最大比去除速率為0.110 kgCOD/(kgVSS·h),最大容積去除速率與實際容積負荷之比為17.28~21.12,最大比去除速率與實際汙泥負荷之比為13~21,飽和常數KS為202 mgCOD/L;對氨氮的最大比去除速率為0.014 1 kgNH4+-N/(kgVSS·h),最大容積去除速率與實際容積負荷之比為8.86~11.25,最大比去除速率與實際汙泥負荷之比為7~11,KS為19.1 mgNH4+-N/L,錶明該工程去除COD和氨氮的潛力還很大,容易實現達標排放.噹以葡萄糖為碳源時,對硝態氮的最大比去除速率為0.014 0 kgNO3--N/(kgVSS·h),KS為13.5 mgNO3--N/L;噹以醋痠鹽為碳源時最大比去除速率為0.024 4 kgNO3--N/(kgVSS·h),KS為12.0 mgNO3--N/L,錶明醋痠鹽比葡萄糖更有利于提高反硝化速率和彊化脫氮效果.
위우화모미정폐수처리공정적조작,연구료기제탄탈담동역학특성.결과표명,대COD적최대비거제속솔위0.110 kgCOD/(kgVSS·h),최대용적거제속솔여실제용적부하지비위17.28~21.12,최대비거제속솔여실제오니부하지비위13~21,포화상수KS위202 mgCOD/L;대안담적최대비거제속솔위0.014 1 kgNH4+-N/(kgVSS·h),최대용적거제속솔여실제용적부하지비위8.86~11.25,최대비거제속솔여실제오니부하지비위7~11,KS위19.1 mgNH4+-N/L,표명해공정거제COD화안담적잠력환흔대,용역실현체표배방.당이포도당위탄원시,대초태담적최대비거제속솔위0.014 0 kgNO3--N/(kgVSS·h),KS위13.5 mgNO3--N/L;당이작산염위탄원시최대비거제속솔위0.024 4 kgNO3--N/(kgVSS·h),KS위12.0 mgNO3--N/L,표명작산염비포도당경유리우제고반초화속솔화강화탈담효과.
The kinetic characteristics of biological nitrogen and carbon removal from monosodium glutamate wastewater were investigated to optimize a treatment project. For COD, the maximum specific actual loading rate is 17.28 to 21.12, the ratio of vmax to the actual sludge loading rate is 13 to 21, and the value for saturation constant (KS) is 202 mgCOD/L. For NH4+-N, the vmax, is 0.014 1 kgNH4+-N/ the ratio of vmax to the actual sludge loading rate is 7 to 11, and the Ks is 19.1 mgNH4+-N/L. These show that this project has enormous potential for removal of COD and ammonia nitrogen. When glucose is 13.5 mgNO3--N/L respectively. When acetate is used as carbon source, the vmax and KS are 0.024 4 glucose in increasing denitrification rate and enhancing nitrogen removal efficiency.