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通风速率对厌氧残余物沼渣堆肥的影响
引用本文:邱珊,赵龙彬,马放,孙颖.通风速率对厌氧残余物沼渣堆肥的影响[J].中国环境科学,2016,36(8):2402-2408.
作者姓名:邱珊  赵龙彬  马放  孙颖
作者单位:1. 哈尔滨工业大学市政环境工程学院, 黑龙江 哈尔滨 150090; 2. 哈尔滨工业大学城市水资源与水环境国家重点实验室, 黑龙江 哈尔滨 150090; 3. 中国环境管理干部学院, 河北 秦皇岛 066102
基金项目:“十二五”国家重大科技专项(2012ZX07201002-003);国家科技技术支撑专题项目(2012BAD14B06)
摘    要:以牛粪发酵残余物沼渣为原料,设置不同的通风速率进行堆肥,堆体的通风速率分别是0.2,0.5,0.8L/(min·kg OM),分析堆肥20d过程中物理、化学和腐熟变化的特征,探讨不同通风速率对堆肥特性的影响.结果表明,通风速率为0.2,0.5L/(min·kg OM)的堆体维持高温阶段的时间为5d,而通风速率为0.8L/(min·kg OM)堆体维持高温阶段时间为4d;各堆体OM分解率分别是28.2%,32.9%,30.5%;通风速率对终产品pH值、电导率(EC)影响不大,pH值均能满足堆肥最优pH值,EC均未超过4mS/cm;通风速率为0.2L/(min·kg OM)的堆体终产品的NH4+-N含量超过400mg/kg,各堆体终产品NO3--N的含量分别是2545,3146,2735mg/kg;各堆体终产品C/N分别是16.5,14.1,15.6;各堆体终产品GI值分别是92.2%,96.6%,82.7%.通风速率为0.5L/(min·kg OM)堆体E465/E665(E4/E6)最小,其腐殖化程度最高.综合分析,0.5L/(min·kg OM)是沼渣堆肥最为合适的通风速率.

关 键 词:沼渣  堆肥  通风速率  腐熟  
收稿时间:2015-12-16

The influence of aeration rate on intermittent forced-aeration composting of biogas residue
QIU Shan,ZHAO Long-bin,MA Fang,SUN Ying.The influence of aeration rate on intermittent forced-aeration composting of biogas residue[J].China Environmental Science,2016,36(8):2402-2408.
Authors:QIU Shan  ZHAO Long-bin  MA Fang  SUN Ying
Institution:1. School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China; 2. State Key Laboratory of Urban water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China; 3. Environmental management college of China, Qinhuangdao 066102, China
Abstract:An experiment was conducted to study the effect of aeration rates of 0.2, 0.5, 0.8L/(min·kg OM) on intermittent forced-aeration composting of biogas residue. Characteristics of physics, chemistry and maturity were determined during the composting. The results were manifested that the higher aeration rate of 0.8 L/(min·kg OM) did not maintain a longer thermophilic phase. The decomposition rate of OM were 28.2%, 32.9% and 30.5%, respectively. The aeration rate had little influence on the final pH and EC, all composts had reached acceptable optimum values and EC had not exceeded 4mS/cm. The final ammonia nitrogen content in pile of aeration rates of 0.2L/(min·kg OM) did not meet the limit value of 400 mg/kg, and the nitrate nitrogen was 2545, 3146 and 2735 mg/kg, respectively. The final C/N was 16.5, 14.1 and 15.6, and the final germination index (GI) was 92.2%, 96.6% and 82.7%, respectively. The pile of middle aeration rates of 0.5L/(min·kg OM) had the highest humification because E465/E665 (E4/E6) of it reduced the largest range. Overall, aeration rates of 0.5L/(min·kg OM) can be chosen for composting.
Keywords:biogas residue  composting  aeration rate  matu rity  
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