不同曝气方式下SBR亚硝化的实现及NO2--N积累效果

研究不同曝气方式下亚硝化的实现以及基质浓度、曝气频率和温度对NO-2-N积累效果的影响。以实际污泥脱水液为研究对象,控制进水NH+4-N浓度在50~80 mg/L范围内,温度为27℃,pH值为7.8~8.2,DO浓度为0.5~1.0mg/L,分别采用连续曝气和间歇曝气2种方式启动SBR亚硝化反应器,并考察了在不同基质浓度、曝气频率和温度条件下NO-2-N累积情况。实验研究结果表明,经过40 d左右的运行,在2种不同曝气方式下SBR均成功实现了亚硝化,稳定运行阶段,NO-2-N积累率分别达到95%和85%。经SEM扫描电镜观察发现,在驯化成熟的活性污泥中,亚硝化细菌多呈球状和杆状,大小不同,外形饱满。当进水氨氮浓度小于200 mg/L,曝气频率为曝气15 min/停曝15 min,温度为27℃时,NO-2-N积累效果最佳,平均积累率可达90%以上。间歇曝气可以有效促进亚硝化细菌富集,有利于实现较高浓度的NO-2-N积累。基质浓度、曝气频率和温度对NO-2-N积累效果的影响显著。     

A Model for Pulse Jet Fabric Filters

ABSTRACT

A new model for pulse jet fabric filtration is proposed. In contrast to the earlier model of Ravin and Humphries,¹ which was formulated on the steady state assumption, the present study is aimed at developing a predictive capability for both transient and steady state operations, taking into account the compression effect of filter cakes. The model's relative simplicity allows frequent updating of the model parameter values, thus improving the accuracy of predictions. As a result, the model is particularly useful in developing control algorithms and designing controllers of pulse jet fabric filtration systems.     

改性甘蔗渣对Cu^2＋和Zn^2＋的吸附机理

研究了均苯四甲酸二酐（PMDA）和乙二胺四乙酸二酐（EDTAD）改性甘蔗渣对重金属离子Cu^2＋和Zn^2＋的吸附性能，包括吸附动力学和吸附等温线。结果表明，改性后的甘蔗渣对重金属离子Cu^2＋和Zn^2＋的吸附容量有显著提高，对Cu^2＋和Zn^2＋吸附等温线均符合Langmuir方程，吸附为单分子层吸附。根据Langmuir方程，PMDA和EDTAD改性甘蔗渣对Cu^2＋的吸附量分别为60．21和33．45mg／g，对Zn^2＋的吸附量分别是70．53和36．53mg／g。两种改性甘蔗渣对两种金属离子的吸附在30min内均可完成，用准二级吸附动力学方程模拟动力学过程得到较好的线性相关性。以EDTA溶液为洗脱剂对吸附Cu^2＋和Zn^2＋的改性甘蔗渣进行洗脱再生，再生的吸附剂可反复使用。     

Characterization of residues from dismantled imported wastes

Residues from the imported wastes dismantling process create a great burden on the ambient environment. To develop appropriate strategies for the disposal of such residues, their characteristics were studied through background value analysis and toxicity leaching tests. Our results showed that the heavy metals concentrations in residues were high, particularly those of Cu (7180 mg kg^?1), Zn (2783 mg kg^?1), and Pb (1954 mg kg^?1). Toxicity leaching tests revealed a high metal releasing risk of such residues if they are disposed of in a landfill. However, the residues of imported wastes were also found to have some intrinsic metal recycling value.     

Overflow risk analysis for designing a nonpoint sources control detention

This paper presents a design method by which the overflow risk related to a detention for managing nonpoint pollutant sources in urban areas can be evaluated. The overall overflow risk of a nonpoint pollutant sources control detention can be estimated by inherent overflow risk and operational overflow risk. For the purpose of calculating overflow risk, the 3-parameter mixed exponential distribution is applied to describe the probability distribution of rainfall event depth. As a rainfall-runoff calculation procedure required for deriving a rainfall capture curve, the U.S. Natural Resources Conservation Service runoff curve number method is applied to consider the nonlinearity of the rainfall-runoff relation. Finally, the detention overflow risk is assessed with respect to the detention design capacity and drainage time. The proposed overflow risk assessment is expected to provide a baseline to determine quantitative parameters in designing a nonpoint sources control detention.     

INVESTIGATION OF TURBIDITY MAXIMUM IN A MESOTIDAL ESTUARY,TAIWAN1

ABSTRACT: To comprehend the distributions of salinity, temperature, and suspended sediment in the Danshuei River estuary in Taiwan, monthly field surveys were conducted in 2003. These included several high and low slackwater surveys and intensive surveys. The results show that the Danshuei River estuary is predominately a partially mixed estuary. The highest concentration of suspended sediment is typically observed at the Chung‐Hsin Bridge, the most upstream sampling station. The suspended sediment concentration exhibits a general decreasing trend in the downstream direction. It may be concluded that the sediments mostly come from the upstream reach. A locally high concentration of suspended sediment is found at the Kuan‐Du station because of the local deep channel bathymetry and two‐layered estuarine circulation. A vertical two‐dimensional hydrodynamic and sediment transport model is applied to investigate the tidally averaged salinity distribution, residual circulation, and suspended sediment concentration. The modeling results reveal that, under the Q₇₅ flow condition (i.e., low flow), a turbidity maximum occurs at the Kuan‐Du station due to the strong estuarine circulation. The model simulation with a much higher river flow condition results in a weaker residual circulation and weaker turbidity maximum.     

除尘系统加接新支管的理论和实践

对于一个现有的除尘系统,若其除尘器、通风机的工作能力有足够的富余量,则可以在该系统管网上加接新的支管,来治理新的扬尘点。     

Selective leaching of valuable metals from waste printed circuit boards

This study was carried out to recover valuable metals from the printed circuit boards (PCBs) of waste computers. PCB samples were crushed to smaller than 1 mm by a shredder and initially separated into 30% conducting and 70% nonconducting materials by an electrostatic separator. The conducting materials, which contained the valuable metals, were then used as the feed material for magnetic separation, where it was found that 42% of the conducting materials were magnetic and 58% were nonmagnetic. Leaching of the nonmagnetic component using 2 M H2SO4 and 0.2 M H2O2 at 85 degrees C for 12 hr resulted in greater than 95% extraction of Cu, Fe, Zn, Ni, and Al. Au and Ag were extracted at 40 degrees C with a leaching solution of 0.2 M (NH4)2S2O3, 0.02 M CuSO4, and 0.4 M NH4OH, which resulted in recovery of more than 95% of the Au within 48 hr and 100% of the Ag within 24 hr. The residues were next reacted with a 2 M NaCl solution to leach out Pb, which took place within 2 hr at room temperature.     

风暴潮洪水风险图制作研究

在对洪水灾害风险图进行研究和归纳的基础上,根据上海市的地形、沿海提防、洪涝灾害等特点,分析了上海市风暴潮洪水灾害的成因,以及这些因素与洪灾危险程度间的相关关系。借助模糊数学方法,求出危险程度隶属度。在地理信息系统平台上,采用多边形叠置分析和聚类分析等手段,研究洪水灾害危险程度区划的方法,进而绘制成洪水风险图。风险的评估采用了多指标综合评估方法,不仅计算了洪水的自然风险,同时考虑了防洪工程风险的影响。     

可变模糊评价法在洪涝灾情评价中的应用

灾情评价实质上是一个模式识别问题.以往的灾情评价模型,虽解决了各单项指标灾情等级评估结果的不相容问题,但往往不能检验所给结果的准确性.基于可变模糊集理论,采用可变模糊评价模型可以科学、合理地确定样本指标对各级指标标准区间的相对隶属度和相对隶属函数,并且能够通过变换参数(α与P)变化模型进行评价.通过对多个评价结果进行比较分析,可以合理地确定出样本的评价等级.同时,由于该模型确定的灾级是连续的实数值,因而提高了灾情等级评价的灾级分辨率.最后将该方法应用于河南省洪涝灾情的综合评价中.应用实例表明,该模型计算简便,评价结果可信度高,可推广应用到其它灾情等级评估中.