论我国城市生态园林公墓建设及其发展

随着工业占地的加剧和城市死亡人数的增长,城市公墓建设的不合理问题已非常尖锐,使得城市可用土地面积和人均绿地减少。因此,在我国实施城市生态园林公墓建设已迫在眉睫。本文就此指出了一些当前我国生态园林公墓建设中存在的问题,并提出了几点措施和建议。     

Fe_2O_3-SiO_2对燃煤过程中石灰石固硫特性的影响

本文探讨了不同温度条件下,Ca/S摩尔比、添加剂Fe_2O_3或SiO_2以及不同比例Fe_2O_3和SiO_2的混合物对石灰石固硫能力的影响,实验结果表明,温度能够大幅度地影响Ca/S比与石灰石固硫能力的关系,添加剂Fe_2O_3或SiO_2单独存在于煤样及煤样与石灰石共混样中的作用不同且不明显,同时添加一定比例的Fe_2O_3和SiO_2时,其促进作用较大,固硫能力大大优于纯石灰石。     

Developing and evaluating techniques for localizing pollutant emission sources with open-path Fourier transform infrared measurements and wind data

This paper presents the simulation and field evaluation results of two approaches to localize pollutant emission sources with open-path Fourier transform infrared (OP-FTIR) spectroscopy. The first approach combined the plume's peak location information reconstructed from the Smooth Basis Function Minimization (SBFM) algorithm and the wind direction data to calculate source projection lines. In the second approach, the plume's peak location was determined with the Monte Carlo methodology by randomly sampling within the beam segment having the largest path-integrated concentration. We first conducted a series of simulation studies to investigate the sensitivity of using different basis functions in the SBFM algorithm. It was found that fitting with the beta and Weibull basis functions generally gave better estimates of the peak locations than with the normal basis function when the plumes were mainly within the OP-FTIR's monitoring line. However, for plumes that were symmetric to the peak position or spread over the OP-FTIR, fitting with the normal basis function gave better performance. In the field experiment, two tracer gases were released simultaneously from two locations and the OP-FTIR collected data downwind from the sources with a maximum beam path length of 97 m. For the first approach, the release locations were within the 0.25- to 0.5-probability area only after the uncertainty of the peak locations was included in the calculation process. The second approach was easy to implement and still performed as satisfactorily as the first approach. The distances from the sources to the best-fit lines (i.e., the regression lines) of the estimated locations were smaller than 10 m.     

Study on the indoor volatile organic compound treatment and performance assessment with TiO2/MCM-41 and TiO2/quartz photoreactor under ultraviolet irradiation

Volatile organic compounds (VOCs) are the cause of indoor air pollution and are readily emitted from furniture and cleaning agents. In Taiwan, the concentrations of indoor VOCs range roughly from 1 to 10 ppm. It is important to effectively reduce indoor VOC emissions and establish the implementation of long-term, low-cost, controlled techniques such as those found in the ultraviolet/titanium dioxide (UV/TiO2) control systems. This study evaluates the performance of a photoreactor activated by visible irradiation and packed with TiO2/quartz or TiO2/mobile catalytic material number 41 (MCM-41). The photocatalysts tested include commercial TiO2 (Degussa P-25) and synthesized TiO2 with a modified sol-gel process. The UV light had a wavelength of 365 nm and contained an 8-W, low-pressure mercury lamp. Reactants and products were analyzed quantitatively by using gas chromatography with a flame-ionization detector. It is important to understand the influence of such operational parameters, such as concentration of pollutant, temperature, and retention time of processing. The indoor concentrations of VOCs varied from 2 to 10 ppm. Additionally, the temperatures ranged from 15 to 35 degrees C and the retention time tested from 2 to 8.2 sec. The results show that quartz with TiO2 had a better photoreductive efficiency than quartz with MCM-41. The toluene degradation efficiency of 77.4% with UV/TiO2/quartz was larger than that of 54.4% with the UV/TiO2/MCM-41 system under 10-min reaction time. The degradation efficiency of the UV/TiO2 system decreased with the increasing concentrations of indoor VOCs. The toluene degradation efficiency at 2 ppm was approximately 5 times greater than that at 10 ppm. The photoreduction rate of the VOCs was also evaluated with the Langmuir-Hinshewood model and was shown to be pseudo-first-order kinetics.     

Mass balance-based regression modeling of Cd and Zn accumulation in urban soils of Beijing

Accumulation of heavy metals in urban soil can pose adverse impacts on public health and terrestrial ecosystems. We developed a mass balance-based regression model to simulate the heavy metal accumulation in urban soils as a function of time and to explore connections between metal concentration and urbanization processes. Concentrations of Cd and Zn in 68 residential soil samples in the urban area of Beijing were used. The background concentrations, the loss rates and the input fluxes of Cd and Zn in urban soils of Beijing during the last three decades were estimated using a regression of the time series of accumulations of the metals. Based on the regression estimates, we simulated the general trends of Cd and Zn accumulation in the soils from 1978 to 2078. The concentrations of Cd and Zn in urban soil generally increased with the population growth, vehicle use and coal consumption. The mean concentrations of Cd and Zn in urban soil of Beijing would increase by 3 fold over the next 70 years for the current development scenario. The mass balance-based regression approach, which is able to reconstruct the history data of urban soil pollution, provides fundamental information for urban planning and environmental management.     

生态床系统处理生活污泥的研究

利用天然沸石和砾石作为生态床系统的人工基质 ,在相同条件下对某生活污水厂污泥进行处理 ,结果表明 ,大多数天然沸石生态床系统对生活污泥的处理效果优于砾石生态床系统     

ABR处理大豆蛋白废水的效能及微生物群落动态分析

为考察厌氧折流板反应器(ABR)处理大豆蛋白生产废水的效能及其运行特征,采用有效容积为28 L的四格室ABR,通过为期100 d的运行,研究了基于进水COD浓度提高的有机负荷(OLR)改变对其处理效能的影响,并以真细菌的通用引物SRV3-2P和BSF8/20,通过单链构象多态性(SSCP)和UPGMA群落聚类分析,对反应器运行过程中微生物菌落结构的动态变化进行了研究.结果表明,以啤酒厂二沉池排放的好氧剩余污泥为种泥.在污泥接种量MLVSS为18.0 g·L-1、进水COD浓度2 000mg·L-1、HRT 39.5 h、(35±1)℃等条件下,可在31 d内成功启动ABR并达到初步稳定运行,COD去除率达到96%左右;ABR具有较强的抗OLR冲击能力,当OLR由1.2 kg·(m3·d)-1逐步提高到6.0 kg·(m3·d)-1时,ABR仍能实现安全稳定运行,其COD去除率可以稳定在98%左右;OLR的改变,对ABR内微生物群落的结构以及不同微生物类群在各格室中的分布具有显著影响,随着OLR的逐步提高,ABR各格室微生物的遗传距离逐渐拉大.特异性随之增加,表现出显著的生物相分离特征.     

河道硬化对傍河地下水源补给结构及范围的影响

为研究傍河地下水的水均衡状况,以及傍河水源井群补给范围受河道硬化的影响,选取张家口盆地的Y傍河地下水源地为研究对象.采用数值模拟法建立研究区地下水数值模型,通过水均衡分析探究河道硬化对傍河地下水水均衡状况造成的影响;利用MODPATH对水源井群进行质点反向示踪模拟,获得井口质点向前追踪1 000 d的补给范围,对比水源井群补给范围并结合历史与近期水质数据分析河道硬化造成的影响.结果表明:①傍河地下水水均衡情况显示,主要的补给项为边界流入和降雨入渗,二者补给量分别为208.04×103与35.91×103 m3/d,占比分别为82.88%与14.31%;主要的排泄项为边界流出与地下水开采,二者排泄量分别为152.12×103与95.40×103 m3/d,占比分别为60.60%与38.01%.②河道硬化对傍河地下水水均衡的影响表现为河水对地下水的入渗量减少了46.79×103 m3/d,入渗量减幅为86.91%,且地下水停止了对河水的排泄,补给范围地下水水位下降了2~6 m.③河道硬化对傍河水源井群补给范围的影响表现为井群1 000 d的补给范围沿河流方向上减少了271 m,垂直河流的最宽距离增加了210 m,面积增加了0.77 km2,补给区域向远离河岸的方向发生偏移.④河道硬化对傍河地下水水质影响表现为河道硬化后傍河地下水pH、总硬度、氨氮浓度等均下降,有效减少了地表水污染物的入渗,但地下水的化学环境发生改变,潜在风险增加.研究显示,河道硬化极大地阻碍了河流与地下水之间的相互作用,严重影响了傍河地下水源的补给量和补给范围,使水源井群的补给区域发生偏移,给傍河地下水水源安全带来新的潜在风险.      

陶粒固定化脱氮菌群对景观水中NO3--N的去除

以陶粒为载体对脱氮菌群进行固定化,并对ρ(NO3--N)较高的景观水进行模拟脱氮试验;同时比较了陶粒和海绵作为载体的固定化脱氮菌群在室温保存过程中脱氮活性的变化.结果表明,陶粒固定化脱氮菌群可以在短时间内有效去除景观水体中的NO3--N;模拟景观水试验处理2 d后,NO3--N的去除率为98.1%,TN的去除率为91.5%;试验第3～10天ρ(NO3--N)、ρ(TN)一直保持稳定,说明陶粒固定化脱氮菌群的作用具有一定的稳定性,不会出现ρ(NO3--N)波动现象.10 d后ρ(NO3--N)从初始的16.72 mgL降至0.19 mgL,NO3--N的去除率为98.8%;ρ(TN)从初始的17.89 mgL降至0.95mgL,TN的去除率为94.7%.分别将陶粒和海绵固定化脱氮菌群在室温下保存60 d后进行脱氮试验,NO3--N的去除率分别为99.8%、17.2%,说明在室温保存状态下陶粒固定化脱氮菌群能长时间保持脱氮活性.