苯硝化工艺HAZOP分析的定量化研究

为提高危险化工工艺过程风险评估的准确性,通过工艺仿真模拟,研究工艺参数波动对生产装置安全性能的影响。以苯硝化工艺为例,采用危险与可操作性分析对该过程进行定性的风险评估;同时利用Aspen Plus建立苯硝化装置的模拟流程。结合HAZOP分析中偏差与模拟中硝化釜的流程变量之间的联系,以进料混酸的流量和1号硝化釜热负荷及出口温度为量化指标,观察混酸流量在正常操作点17.6 m3/h的±100%范围波动下1号硝化釜热负荷及出口温度的变化。研究结果表明,保持1号硝化釜温度为正常值,随着混酸流量的增大,硝化釜热负荷先增大后减小;保持硝化釜热负荷不变,随着混酸流量的增大,硝化釜温度先增大后减小。其中混酸流量值超过22.95 m3/h时,温度超过报警阈值60℃。     

风浪扰动中太湖OA对水体磷循环影响的原位实验研究

在一次风速12 m.s-1的强风浪过程中,对太湖梅梁湾一浅水区水体有机聚集体（organic aggregates,OA）丰度、颗粒态有机质含量、碳、氮和磷含量等基本理化性质的变化情况进行了连续的原位监测和分析,同时分析了基本的水质指标.结果表明,风浪过程会对水体OA的理化性质及水体的磷循环产生极大的影响：在风浪过程中...     

南方某城市供水管网红水原因调查与研究

针对南方某城市供水管网经常出现红水现象,对实际供水管网进行了调查.从某城市供水管网中连续取样检测溶解氧、余氯、铁浓度、锰浓度、铁细菌和亚硝酸菌等重要水质指标,目的是探讨管网出现红水的原因.结果表明,管网出现红水地区的沉淀物主要成分为铁、锰,出厂水存在锰超标现象（Mn最大值达到0.33 mg.L-1）,4个水厂出厂水拉森指数均〉1,4个水厂供水量及硫酸盐、电导率等供水水质指标存在较大的差别,管网中铁细菌及亚硝酸菌（100～103MPN.mL-1）存在水平较高.因此,出厂水本身腐蚀性是导致管网出现红水的潜在原因;其次,各水厂供水量和水质差异导致管网水在低溶解氧及低余氯条件下易发生红水现象;再者,管网中硝化作用严重,诱发微生物腐蚀供水管道.为此,针对上述原因提出控制管网红水现象的主要措施.     

缓释复合肥在不同土壤水分条件下氨挥发特性研究

采用"通气法"室内培养试验研究了非包膜缓释复合肥(SRF)在不同土壤水分条件下的氨挥发损失状况和动力学特性以及盆栽试验条件下水稻生长和氮素利用效率.结果表明,SRF在淹水条件下氨挥发比不淹水处理提前3～4d到达峰值;且峰值和累积氨挥发量也比不淹水培养条件下高.与普通复合肥(CCF)相比,缓释复合肥的氨挥发损失量显著降低,不淹水条件下比等氮量CCF减少氨挥发50.6%和22.8%,淹水条件下比等氮量CCF减少氨挥发24.2%和10.4%,但是其氨挥发损失显著高于包膜缓释肥料(CRF).SRF的氨累积挥发量随施肥水平的增加而增大,其动力学特性可用一级动力学方程、Elovich方程和抛物线扩散方程定量描述.SRF、CCF和CRF各施肥处理在淹水条件下的水稻植株生物量分别比不淹水条件增加67.86%、78.25%和48.75%;氮素利用率分别比不淹水处理增加57.73%、80.70%和12.06%.在不淹水和淹水2种土壤水分条件下,施用SRF处理氮素利用率分别比CCF增加59.10%和10.40%.SRF能够降低氨挥发,提高植株生物量和氮素利用率.     

Controlled-release formulations of cyromazine-lignin matrix coated with ethylcellulose

An encapsulation system was developed and designed to give long-lasting effectiveness of the insect growth regulator cyromazine. Cyromazine was incorporated in lignin-poly (ethylene glycol) (PE) controlled-release formulations by means of a melting process. The basic formulation [lignin (65%)–PE (20%)–cyromazine (15%)] was coated in a Wurster-type fluidized-bed equipment using two different amounts of ethylcellulose. That of the highest one was modified by the addition of a plasticizer, dibutyl sebacate (DBS). The effect on cyromazine release rate caused by the incorporation of ethylcellulose and DBS in lignin-PE formulation was studied by immersion of the granules in water under static conditions. Using an empirical equation, the time taken for 50% of the active ingredient to be released into water (T₅₀) was calculated. From the analysis of the T₅₀ values, the influence of ethylcellulose appears clearly defined, observing a delay in release rate of cyromazine with respect to the basic lignin-PE formulation. In addition, the granules coated with ethylcellulose and the plasticizer lead the slowest release rate into water. The release of cyromazine into water is controlled by a diffusion mechanism. The thickness and permeability of the coating film are the most important factors that affect cyromazine release.     

Regulatory Oversight of Genetically Engineered Microorganisms: Has Regulation Inhibited Innovation?

/ Using detailed interviews with company representatives and researchers in the field, this paper examines the factors that might account for the slow pace of development of genetically engineered microorganisms (GEMs) intended for environmental release. We specifically analyzed the role of the regulatory system in shaping innovation. We identified at least two cases where industry decided to discontinue the development of a genetically engineered microbial product because of concerns over regulatory oversight. However, most often industry decisions to continue or halt development of GEMs were based on an evaluation of the particular product's efficacy and potential for profitability. Thus the inability of GEMs to perform up to expectations in the field, rather than the regulatory constraints, appears to be the factor responsible for the slow pace of development. KEY WORDS: Genetically engineered microorganisms; Biotechnology; Regulation of biotechnology; Innovation; Environmental release     

氯代有机污染物在厌氧条件下还原脱氯的研究进展

对氯代有机污染物在产甲烷和硫酸盐还原条件下还原脱氯的研究成果进行了综述 ,并介绍了国内外加速厌氧条件下还原脱氯的方法与成果以及缓释氢物质 (hydrogenreleasecompounds ,HRC)的工作原理与工程应用。此外 ,作者还对厌氧还原脱氯的机理和未来的研究方向进行了讨论和展望     

岱海沉积物氟化物赋存特征及其释放风险

为揭示岱海水-沉积物中氟化物的迁移转化规律,采用连续分级法研究了岱海间隙水,表层沉积物,柱状沉积物系统中氟化物的空间分布,赋存形态及释放风险.结果表明：岱海间隙水体中氟离子浓度平均值为（4.82±0.06）mg/L,显著高于地表水V类阈值（1.5mg/L）,并与上覆水中氟离子浓度（4.77±0.04）mg/L达到相对稳定平衡状态.表层沉积物总氟化物含量均值为（934.13±36.79）mg/kg,其中水溶态,可交换态,Fe/Mn结合态,有机束缚态和残渣态氟化物含量均值分别为（34.39±1.69）,（7.11±0.93）,（3.07±0.50）,（11.97±0.79）和（934.13±36.79）mg/kg;柱状沉积物水溶态,可交换态,有机束缚态氟化物含量随沉积物深度的增加呈下降趋势,并在40cm以下基本稳定;而Fe/Mn结合态氟化物在表层含量较低,在25cm后逐步稳定.多元回归分析可知,岱海沉积物中水溶态,可交换态氟化物含量与间隙水氟离子浓度呈显著正相关,且具有较强的迁移能力;SAC（稳定度）风险评估表明,表层沉积物中SAC范围在55.53%~69.52%,平均值为60.63%,处于极不稳定状态,且SAC从表层向下20cm呈逐步降低的趋势,间接反映出近年来可提取态氟化物富集明显,处于较强的释放风险状态.     

污泥厌氧过程中磷释放与SMP特性研究

以城市污水处理厂剩余污泥为实验污泥,研究污泥厌氧过程中磷释放和溶解性微生物代谢产物（SMP）的变化特性,检测了不同厌氧时长下总磷（TP）,SMP中蛋白质与多糖含量,利用三维荧光光谱与液相色谱-有机碳测定仪（LC-OCD）进一步探究了SMP的组分分布状况,应用灰色关联度分析了TP与各组分的相关性.结果表明：随着厌氧时间延长,蛋白质,多糖浓度逐渐增加,TP浓度呈现先增大后减小的趋势,TP浓度在厌氧4d最高,达到14.15mg/gVSS,说明污泥厌氧过程中存在最优释磷时间;将三维荧光光谱分为7个荧光区域,平行因子（PARAFAC）分析表明紫外光区类富里酸和类腐殖酸物质荧光强度随着厌氧时间的延长逐渐增大,微生物代谢产物的荧光强度先增大后减小;SMP中生物高聚物和腐殖酸（Humics）等大分子物质浓度逐渐增大,中分子前驱物呈现先增大后减小的趋势,而小分子物质呈现先减小后增大的趋势;蛋白质、多糖和Humics浓度与TP浓度的关联性显著.研究结果可为优化污泥厌氧释磷,提高磷回收效率提供理论支持.     

Effect of phosphate releasing in activated sludge on phosphorus removal from municipal wastewater

Aluminum and ferric salts are commonly used in municipal wastewater treatment plants(WWPTs) for phosphorus(P) removal. In this study, on-site jar tests were conducted to determine the removal of different P species from the fresh samples in the presence and absence of activated sludge(AS) with different doses of alum, poly-aluminum chloride,and ferric chloride at different p H. The soluble P(SP) concentration in the samples was about 0.63 mg/L. When the mixed liquor containing AS was treated with 8 mg/L of Al, SP could be reduced to 0.13 mg/L, while it was reduced to 0.16 mg/L with only 1 mg/L of Al after sedimentation removal of AS from sample. Chemical analysis determined that AS contained 59.8 mg-P/g-TSS and 43.8 mg-Al/g-TSS and most of the P was associated with the aluminum hydroxide. We discovered that the phosphate in the AS could readily be released from it, which was mainly responsible for ineffective removal of P to low levels in mixed liquor even with very high alum dose. This study provides new insight into the behavior and fate of P in the wastewater treatment plants that use alum to enhance P removal in the final effluent.