硝化菌与膜生物反应器结合处理生活污水中氨氮

研究了硝化菌与膜生物反应器结合处理生活污水中氨氮，实验用水采用食堂与化粪池混合水，实验装置采用膜生物反应器，进水氨氮在4mg／L左右，出水氨氮值接近0，实验结果表明出水能够达到国家工业冷却回用水的指标要求，同时COD也降至30mg／L以下，能满足回用要求。     

On the latent state estimation of nonlinear population dynamics using Bayesian and non-Bayesian state-space models

Nonlinear state-space models have been increasingly applied to study population dynamics and data assimilation in environmental sciences. State-space models can account for process error and measurement error simultaneously to correct for the bias in the estimates of system state and model parameters. However, few studies have compared the performance of different nonlinear state-space models for reconstructing the state of population dynamics from noisy time series. This study compared the performance of the extended Kalman filter (EKF), unscented Kalman filter (UKF) and Bayesian nonlinear state-space models (BNSSM) through simulations. Synthetic population time series were generated using the theta logistic model with known parameters, and normally distributed process and measurement errors were introduced using the Monte Carlo simulations. At higher levels of nonlinearity, the UKF and BNSSM had lower root mean square error (RMSE) than the EKF. The BNSSM performed reliably across all levels of nonlinearity, whereas increased levels of nonlinearity resulted in higher RMSE of the EKF. The Metropolis–Hastings algorithm within the Gibbs algorithm was used to fit the theta logistic model to synthetic time series to estimate model parameters. The estimated posterior distribution of the parameter θ indicated that the 95% credible intervals included the true values of θ (=0.5 and 1.5), but did not include 1.0 and 0.0. Future studies need to incorporate the adaptive Metropolis algorithm to estimate unknown model parameters for broad applications of Bayesian nonlinear state-space models in ecological studies.     

城市污水回用三种处理工艺的选择

本文针对我国城市二级出水的特点,研究了污水深度处理的三种工艺:絮凝沉淀过滤、微絮凝过滤和直接过滤.装置采用网格反应池、翼片斜板沉淀池、气水同时冲洗粗砂滤池.药剂选用聚合硫酸铁,试验规模120m~3/d.     

Treatment of azo dye Orange II in a sequential anaerobic and aerobic-sequencing batch ractor system

We studied the biodegradation of Orange II in a sequential anaerobic and aerobic-sequencing batch reactor system. Granular activated carbon was used either packed into a column or added directly into the anaerobic reactor to investigate the treatment performance between the two operation conditions. We found that the circulation of mixed liquor between the anaerobic reactor and the carbon-packed column enhanced the chemical oxygen demand from 28 to 52% and Orange II removal efficiencies from 88 to 96%, under simultaneous adsorption and biodegradation process. The morphology of microbes was observed under an electron-scanning microscope.     

化学纤维栅湿式过滤除尘的实验研究

化学纤维栅湿式除尘是一种复合机理的新型湿式过滤除尘技术,其过滤风速为2～10m/s,阻力仅为200～500Pa,除尘效率达到99.62％,能很好解决矿山溜井卸矿产生的粉尘,使溜井含尘气流经净化后达到新鲜风流卫生标准。     

炉渣用于深层过滤的试验研究

将炉渣用作深层过滤的床层过滤,在油田水处理中具有良好的应用前景。通过对炉渣滤料的物性测定,对流体力学性能、过滤性能及反洗性能的研究,获得了有关炉渣滤料的粒径分布、床层孔隙率、密度、吸水率等物性参数,以及清洁滤料床层阻力与速度的关系曲线和流化曲线,过滤条件下床层阻力随时间的变化关系和悬浮物脱除率随时间的变化曲线,炉渣床层的反洗曲线。结果表明：炉渣表面粗糙,有棱角,吸附表面积大,孔隙率大,过滤效果好;炉渣滤料密度小,反洗效果较好,反洗用水量只是过滤水量的５％左右;同时,炉渣作为滤料用于深层过滤,不仅来源广泛,而且属废物利用。     

淹没式曝气生物滤池脱氮除磷工艺的运行调试

根据昆山市中华园城市污水站的实际调试经验，探讨了曝气生物滤池工艺对进水浓度、混凝预处理、尾气预曝气、DO、反冲洗周期和强度等工艺参数的不断调整和控制，并总结出较佳的运行参数，具有一定的实际运行指导作用。     

悬浮载体生物膜反应器修复受污染河水试验研究

利用自行开发的悬浮载体生物膜反应器 (SCBR)进行了修复受污染河水的试验 ,考察了水力停留时间对CODCr和氨氮去除效果的影响 .试验结果表明 ,在水温为 15～ 2 0℃ ,进水CODCr为 70～ 10 0mg/L ,进水氨氮为 8～ 2 0mg/L的条件下 ,反应器水力停留时间采用 1 0h时 ,SCBR反应器可以有效去除河水中的CODCr和氨氮 ,其中对CODCr的平均去除率可以达到 5 6 9% ,对氨氮的平均去除率可以达到 76 0 % .     

基于人工神经网络模型预测ABR反应器处理效率

ABR反应器的处理效率受多方面的因素影响，本文通过BP人工神经网络，利用ABR反应器进水CODcr浓度、容积负荷、温度、稳定运行时间四个参数对其反应器处理效率进行预测。结果表明，BP人工神经网络可较好的用于ABR反应器处理效率的预测，具有较高的精度，在实际生产中，可以运用人工神经网络，对ABR反应器的运行参数进行调整，使之达到最优化的运行状态。     

中温两相UBF反应器处理养鸡场离心废水的试验分析

在中温 35℃采用两相 UBF反应器处理养鸡场离心废水 ,结果表明 :进水 CODcr为 190 0 0 mg/ L,系统容积负荷 2 1.5 4kg CODcr/ m3· d,水力停留时间 2 1.17hr,CODcr去除率为 81.98% ,BOD5 去除率为 90 .45 % ,产气率为 0 .44 6 m3/kg CODcr