钻井废水的生物强化处理简

从受钻井废水污染的土壤样品中筛选菌株进行生物处理实验,确定7株菌进行菌剂配伍。通过正交实验剔除可能有抑制作用的菌株,并确定菌剂各组成菌株的最佳配比,制成复合微生物菌剂。考察5种添加物对菌剂的影响,结果显示,当硫酸铵的添加量为20 mg/L时降解率为60%,高于其他添加物。生物强化实验结果显示,投加菌剂的反应器对钻井废水的平均降解率为42%,比未投加菌剂的对照实验的平均降解率（16%）高,而且耐冲击负荷性和降解性能稳定性优于对照实验。     

Growth and photosynthetic responses to copper in wild grapevine

The present study evaluates the tolerance and accumulation potential of Vitis vinifera ssp. sylvestris under moderate and high external Cu levels. A greenhouse experiment was conducted in order to investigate the effects of a range of external Cu concentrations (0–23 mmol L⁻¹) on growth and photosynthetic performance by measuring gas exchange, chlorophyll fluorescence parameters and photosynthetic pigments. We also measured the total copper, nitrogen, phosphorus, sulphur, calcium, magnesium, iron, potassium and sodium concentrations in the plant tissues. All the experimental plants survived even with external Cu concentrations as high as 23 mmol L⁻¹ (1500 mg Cu L⁻¹), although the excess of metal resulted in a biomass reduction of 35%. The effects of Cu on growth were linked to a reduction in net photosynthesis, which may be related to the effect of the high concentration of the metal on photosynthetic electron transport. V. vinifera ssp. sylvestris survived with leaf Cu concentrations as high as 80 mg kg⁻¹ DW and growth parameters were unaffected by leaf tissue concentrations of 35 mg Cu kg⁻¹ DW. The results of our study indicate that plants of V. vinifera ssp. sylvestris from the studied population are more tolerant to Cu than the commercial varieties of grapevine that have been studied in the literature, and could constitute a basis for the genetic improvement of Cu tolerance in grapevine.     

钢管混凝土组合柱在标准火与真实火中的行为比较

以实际工程中常用的钢管混凝土组合柱为研究对象,通过ABAQU S大型有限元软件模拟钢管混凝土组合柱在标准火和真实火中的截面温度分布、应力、变形、破坏形态、耐火极限等力学行为。其中标准火选用ISO-834标准火模型,真实火采用欧洲规范Eurocode 1 Part 1-2中的参数火模型来近似模拟真实火灾的温度—时间关系。研究发现,钢管混凝土柱在两种火场环境中的行为差异很大,真实火中的冷却过程对钢管混凝土的破坏起重要的影响。基于本研究,还初步得到火灾过程中环境温度的升温速度、柱火灾荷载比等对钢管混凝土组合柱的抗火性能的影响。     

带板钢筋混凝土简支梁的耐火极限增大系数

利用SAFIR程序,对带板钢筋混凝土简支梁的耐火极限增大系数进行了分析。考察了梁的荷载比、配筋率、保护层厚度、跨高比,以及板的厚度、宽度、保护层厚度和配筋率等参数,对ISO834标准升温过程作用下带板简支梁的耐火极限增大系数的影响规律。通过1296种工况的计算分析,建立了该增大系数的实用计算公式。研究结果表明:①板的保护层厚度对该增大系数的影响较大,随着保护层厚度增加,该增大系数迅速增大;②板的厚度和纵筋配筋率对该增大系数的影响较小;③适当增加板的宽度可以提高该增大系数。     

多高层钢结构耐火性能的子结构分析模型与分析方法

基于整体钢结构在局部火灾下的反应规律,将高层钢结构的初始倒塌破坏类型进行了分类(中间柱初始倒塌、边柱初始倒塌以及梁柱同时倒塌),根据整体结构约束影响和荷载影响,提出局部火灾下多高层钢结构耐火性能分析的相应子结构分析模型及其分析方法。子结构模型的边界充分考虑周围约束的影响,尤其是周围梁和上层柱构件以及层数的影响。针对不同类型的子结构模型,通过建立相应的具体子结构有限元模型,合理考虑边界条件的影响。最后基于建立的数值模型,研究了子结构的火灾反应规律与破坏机理,并与整体结构的分析结果进行了比较,结果表明:子结构分析模型与分析方法可以合理准确地分析整体结构的耐火性能。     

±660kV交流滤波器高压电容塔调平

基于ABAQUS软件建立了标准升温条件下局部填充混凝土(Partially Encaed Concrete,简称PEC)柱抗火性能分析的有限元模型,计算了火灾下PEC柱的变形曲线及耐火极限,计算结果得到了已有试验数据的验证。利用上述模型分析了截面几何参数、材料物理参数、荷载比及偏心率等因素对耐火极限的影响。在参数分析的基础上,建立了标准升温条件下PEC耐火极限简化计算方法。结果表明:无耐火保护PEC柱的耐火极限一般达不到现有抗火标准的要求;荷栽比、长细比和截面周长是影响PEC柱耐火极限的主要因素;该耐火极限简化计算方法可供工程设计参考。     

地下城市综合管廊的抗火构造与消防设计

综合管廊作为现代化城市的基础设施,能够从根本上解决管线埋设或架立引起的挖掘道路、影响交通、破坏景观等问题。提高道路和公用管线的管理水平,有效利用地下空间,提高防灾能力,是现代化都市的必然要求。本文从管廊的构造、抗火设计要求、管线布置、消防系统等方面出发,对地下城市综合管廊的设计提出了一些具体的建议。     

三面受火的方钢管混凝土柱耐火极限

编制了预测方钢管混凝土柱三面火灾作用下高温反应的数值分析程序,并将之用于不同荷载比、截面边长、长细比、荷载偏心率、钢材和混凝土强度及含钢率共480种工况下方钢管混凝土柱耐火极限参数分析,得到了三面火灾作用下方钢管混凝土柱耐火极限的主要影响参数及其影响规律。基于参数分析结果,定量给出了该受火条件下方钢管混凝土柱耐火极限的简化计算方法。研究结果表明:荷载比、截面边长、长细比是三面火灾作用下方钢管混凝土柱耐火极限的主要影响参数,表现为截面边长越大,荷载比和长细比越小,构件的耐火极限越大。由于存在极强偏心,当荷载作用点偏于背火面时荷载偏心率亦有较大影响。     

一种采用可控复合技术的新型升温炉

在普通电加热炉的基础上,通过配备液化燃烧器加热装置,开发了一种可同时实施自动控制电加热和燃气加热复合升温的新型装配式试验炉。试验测试表明,该新型复合式升温方法能够很好地模拟ISO-834标准升(降)温曲线,同时具有电炉安全可靠、测控精度高、操作简便、无污染,以及液化气火焰升温快、容易控制并可真实模拟火灾的优点,因而具有良好的试验效果和经济效果,是一种实用的结构抗火试验设施。     

Assessment of susceptibility of olive cultivars to the Bactrocera oleae (Gmelin, 1790) and Camarosporium dalmaticum (Thüm.) Zachos & Tzav.-Klon. attacks in Calabria (Southern Italy)

Within the framework of research concerning the application of techniques alternative to chemical pesticides for control of parasites, the C.R.A. Experimental Institute for Olive Growing for many years has been performing a large investigation in order to detect sources of genetic resistance in olive germplasm. In the present study we observed the behavior related to the olive fly (Bactrocera oleae) infestation and Camarosporium dalmaticum infection of ten olive cultivars farmed under the same agronomic and climatic conditions in Calabria, Southern Italy. The sampling and the data collecting were carried out in three different ripening times.The drupe amount of oleuropein and cyanidine was detected by laboratory analyses in order to verify a possible correlation between these molecules and the level of infestation/infection of the above-mentioned parasites. The obtained data were submitted to analysis of variance. In relation to the fungal infection the results displayed that cvs Tonda nera dolce showed the lowest susceptibility, while the cv Giarraffa turned out to be the most susceptible. The less susceptible cultivars to the phytophagous were Tonda nera dolce and Bhardi Tirana. Since the less susceptible cultivar to olive fly attacks are the same observed in relation to the susceptibility to olive fruit rot, it is suggested a relation between the olive fly infestation and the fungal infection. It suggests the utility to achieve these results both to transfer directly to the farmers' world and to emphasize ecosystem health and biodiversity conservation.