淮河流域南四湖可挥发性有机物污染特征及风险评价

通过调查南四湖可挥发性有机物的污染特征并对生态风险和健康风险进行评价,2017年11月在南四湖25个取样点采得水样,利用吹扫捕集和GC-MS对52种VOCs进行检测.乙苯、间/对-二甲苯、邻-二甲苯、1,2-二氯苯和萘检出率达到100%;顺式1,3-二氯丙烯和甲苯的检出率为96%;1,2,4-三甲基苯的检出率最低,仅为12%;1,2-二氯苯平均浓度最高,达到3.49 μg·L^-1,1,2,4-三甲基苯平均浓度最低仅为0.02 μg·L^-1.南四湖水体中1,2-二氯苯浓度总体上高于其他VOCs,间/对-二甲苯和乙苯在NSH-24号点位浓度远超过该点位其他的VOCs,但所有VOCs中值均未超过4 μg·L^-1.南四湖水体VOCs浓度的空间分布呈现西北和东南两端高,中部低的特点.造成南四湖VOCs污染的主要原因可能是航运船只航行过程中排放的尾气,次要原因为上下游支流中VOCs的汇集和人为因素影响.对南四湖的健康风险评价发现,总体上看南四湖并无致癌或非致癌的健康风险,但个别点位的风险值偏高,甚至超过US EPA规定的风险阈值.南四湖有12个点位的生态风险商值超过了1,即存在对水生生物的生态风险.     

软弱煤岩体巷道围岩锚固力衰减特性研究

软弱煤岩体巷道围岩存在强度低、胶结程度差、遇水弱化等特点,正常树脂锚固时出现锚固力低、衰减速度快等问题,易造成巷道围岩严重变形破坏。利用自行研发的锚固孔底单翼倒楔形扩孔装置进行孔底扩孔锚固试验,分析了软弱煤岩体不同锚固状态下锚固力与位移的变化关系。试验结果表明:正常锚固和扩孔锚固状态下脱锚点发生前锚固力与位移曲线表现一致,脱锚点发生后正常锚固状态下残余锚固力瞬间衰减到几乎为0,而扩孔锚固状态下残余锚固力衰减程度较小,并出现残余锚固力大于脱锚力的情况;扩孔锚固状态下脱锚点处扩孔锚固的最大锚固力比正常锚固状态下平均提高2.8倍。软弱煤岩体锚固段发生脱锚界面为锚固剂与孔壁的交界面,脱锚后扩孔段锚固剂对倒楔形孔壁产生挤压破坏,从而提高了软弱煤岩体残余锚固力。试验结果为解决软弱煤岩体巷道锚网支护技术难题提供重要借鉴。     

不同通风条件下柴油池火的实验研究

为了分析不同通风条件对柴油池火燃烧特性及引燃特性的影响,进行205 mm带水垫层柴油池火的引燃实验,通过对池火燃料的质量损失速率、火焰高度、温度及热辐射等的监测,分析通风环境中柴油池火的热传递规律。结果表明:当风速为0.5 m/s时,火灾进入旺盛阶段的时间提前,火焰平均温度最高;当风速为1 m/s时,风速的增加导致油池火的质量损失速率增加,位于主火源下风向的待引燃火源获得的热辐射通量增大,火灾旺盛阶段火焰的平均温度降低,火焰高度降低,下风向相邻油盘引燃的时间提前;1 m/s情况下,205 mm带水垫层柴油池火的安全间距需增加到1D以上;通风环境对池火发展及蔓延的影响是显著的,应适当加大下风向可燃物的安全间距,合理选择通风排烟风速,优化火灾应急救援策略。     

Responses of decomposition rate and nutrient release of floating-leaved and submerged aquatic macrophytes to vertical locations in an urban lake (Nanhu Lake,China)

A leaf-bag field experiment was conducted to investigate the decomposition and release of nutrients from leaves of two aquatic macrophytes (floating-leaved Trapa bispinosa and submerged Vallisneria natans) deposited in the four vertical locations (i.e. air-water interface, AW; sediment-water interface, SW; buried at a depth of 10?cm, B10; buried at a depth of 20?cm, B20) of littoral zone in Nanhu Lake, China, for 60 days from July to August 2015. Leaf initial quality significantly influenced mass loss and nutrient release except TN (total nitrogen) remaining. Compared to V. natans, T. bispinosa leaves decomposed faster under the same treatments. The decomposition was greatly affected by both leaf chemical quality and the location of deposition. With the increasing depth of vertical locations, leaf biomass loss and nutrient release of both T. bispinosa and V. natans decreased. In addition, initial N:P ratio and cellulose were the major determinants for decomposition in AW and SW treatments while total phenol in B10 and B20. Our results suggest that the combined effect of leaf chemical quality and burial could mediate macrophyte mass loss and release of nutrients and carbon, which in turn can influence organic matter accumulation and nutrient cycling in shallow freshwater lakes.     

萃取富集火焰原子吸收法测定香菇棒中的铅镉

用HNO3-HClO4消解香菇茵棒样品，以DDTC为络合剂，四氯化碳为萃取剂萃取消解液，用HNO3-H2O2混合液反萃取，火焰原子吸收分光光度法测定水相中的铅镉，结果令人满意。     

聚丙烯工业废水排放的治理措施

在利用间歇式液相本体法工艺生产聚丙烯时,易产生大量废水,包括闪蒸水环真空泵排放水、聚合釜轴封冷却水排放水、聚合升温用热水罐溢流水等。应最大限度地减少废水的排放量。已经采取的废水减排措施包括:对于真空泵逐渐调小供水量(即减少了排放量);将轴封冷却水收回重复利用;维持热水罐的水位稳定,避免产生溢流。采取上述措施在满足生产要求的同时,最大限度地减少了废水排放量。     

RESIDENCE TIME OF WATER DISCHARGING FROM THE HANGING GARDENS OF ZION PARK1

ABSTRACT: The Hanging Gardens are a unique feature of Zion National Park. Knowledge of the source and residence time of water discharging from the Hanging Gardens is necessary to help preserve these features. Ground-water chemical and isotopic data distinguish the discharge from seeps and springs into two groups, one of low and one of high conductivity. Water with low conductivity likely originates as recharge near the seeps and springs, and it only interacts with the Navajo Sandstone. High conductivity water, on the other hand, originates as recharge on the tops of plateaus to the east, where it interacts with marine rocks of the Carmel Formation. Carbon dating of these ground waters indicates that the low conductivity water is essentially modern recharge, while the high conductivity water was recharged 1,000 to 4,000 years ago.     

ANALYSIS OF ROCK STRESS AROUND A LIQUID WASTE INJECTION SYSTEM IN ILLINOIS1

: The danger to the environment associated with the injection of liquid industrial wastes into a deep, confined, subsurface rock formation may arise from the transport of the waste laterally or vertically in the formation. The pattern of lateral transport, which can take place as a result of convection as well as dispersion and diffusion, can be determined by an approximate analytical solution to the mass transport equation. Vertical transport may take place through both natural fractures and fractures created by hydrostatic stresses generated around the well during injection. To determine the stresses, we used the finite element method to get a numerical solution of the flow equation. We applied a solution of the flow equation to calculate the stress buildup and decay for the Jones & Laughlin Steel Corporation's injection well near Hennepin in Putnam County, Illinois. According to our computations, the stress buildup due to injection is about 0.16 pounds per square inch per foot - psi - (0.362 Newton per square centimeter per meter), which, added to normal pressure, makes an estimated total stress of 0.60 psi/ft (1.36 Newton/cm²/m). That pressure is insufficient to cause fracturing of the Cambrian Eau Claire aquitard, the confining bed for the disposal zone.     

SELECTING A METHOD FOR ESTIMATING SUBSTANCE LOADINGS1

ABSTRACT: Four simple methods for estimating mass transport are evaluated in terms of the assumptions made about the properties of the data set being analyzed. The basic difference between the four methods considered are their assumptions regarding the manner in which concentration is distributed and the relationship between concentration and discharge. The most precise estimates of mass transport into and out of Schwatka Lake, Yukon Territory, were obtained from the model which assumes that concentration is log normally distributed and independent of discharge.     

薄膜结构风致振动研究进展

薄膜结构具有质量轻、刚度小、自振频率低的特点 ,因而属于风敏感结构。作用在薄膜结构上的风荷载 ,除与气流本身的特性有关外 ,还与结构在风荷载作用下的位移、速度、加速度等有关 ,从而引起附加的气动力。因此 ,在研究薄膜结构的风致振动时 ,必须考虑流固耦合作用。笔者对薄膜结构的风振研究方法进行了总结 ,主要介绍了简化气弹力学模型方法及简化流体力学解析模型方法 ,并分别用于分析小于临界风速时结构的反应和确定结构的颤振临界风速。