三峡库区消落带水淹初期主要优势草本植物生态位变化特征

根据三峡库区初期水位涨落情况,以空间代替时间法,连续两年对典型消落带区域地上植被进行调查,通过计算生态位宽度和生态位重叠来分析不同水淹时间下优势草本植物生态位的变化特征。结果表明,一年水淹区段在未水淹时,植物生态位宽度普遍较窄,此时生态位明显特化,而第二年水淹极大的增加了适应干湿变化的物种的优势度。水淹前生态位重叠值大于0.5的只有12对,小于0.2种对为189对,其中生态位重叠值为零的为103对;水淹后生态位重叠值大于0.5的有24对,小于0.2种对为53对,其中生态位重叠值为零的为6对,说明生境由干燥到湿润的变化,对湿润环境相对适应的物种存活,优势植物生态位重叠明显增加。经两年水淹区段中,第一年以毛马唐的生态位宽度最高,其余17种物种生态位宽度小于0.2的物种占优势物种的61%,第二年以雾水葛和鳢肠的生态位宽度较大,其余15种物种生态位宽度小于0.2的物种占优势物种的50%,共同出现的物种仅有8种。生态位重叠值大于0.5的种对由5对上升到17对,生态位重叠值为零的种对由10对减低到2对,说明连续水淹产生更加均一的生境类型,对资源要求相似的物种是增加的。     

非饱和土壤渗透系数空间不确定性对溶质运移的影响

包气带渗透系数的不确定性是影响非饱和带溶质运移的主要因素。应用贝叶斯方法对非饱和土壤渗透系数进行前处理,使用Monte-Carlo方法模拟其空间不确定性,并通过HYDRUS-1D模型对溶质运移进行数值模拟,研究包气带渗透系数的空间不确定性对溶质运移的影响。结果表明,由于包气带渗透性的不确定性使得溶质浓度分布呈现明显的不确定性,包气带内不同点的浓度值相差很大。与忽略包气带土性参数空间不确定性的模拟结果相对比,考虑包气带渗透系数不确定性的模拟结果与实际情况更加接近,更具合理性和科学性。同时,根据模拟结果,对实际工作中进行地下水数值模拟时溶质初始浓度输入值的确定提出相应建议。     

江苏省太湖流域水功能区纳污能力及限制排污总量研究

水功能区纳污能力及限制排污总量研究是制定区域水污染控制规划的基础。依据《江苏省地表水(环境)功能区划》,结合江苏省太湖流域现状水质和污染概况,针对河网区和湖库区分别采用一维、二维非稳态模型,计算江苏省太湖流域水功能区纳污能力,在此基础上,引入最大污染物入河量,核定50%、75%和90%水文保证率下的最大污染物入河量分别为2015年、2020年和2030年限排总量。结果表明:(1)CODMn和氨氮纳污能力分别为284 803 t/a和22 448 t/a;(2)2015年CODMn和氨氮限排总量分别为221 867 t/a和20 520 t/a,2020年和2030年限排总量递减,均小于纳污能力;(3)CODMn和氨氮入河量削减率分别为21.8%和46.3%,与水质超标率相差均在25%以内,基本相符。江苏省太湖流域纳污能力、限排总量、污染物入河量削减率和水质超标率之间关系合理,计算结果合理。研究成果为太湖流域水环境控制规划提供决策依据。     

湖滨带氧化还原环境的时空变化及其环境效应

在太湖梅梁湾,沿开阔水体至湖滨带方向,对植被型湖滨带(A区)、裸露型湖滨带(B区)和开阔水体(D区)水体中DO和水/沉积物Eh进行为期1a的现场观测.结果发现,梅梁湾水体DO时空变化明显.B区和D区水体中DO常年饱和,而A区DO浓度较低(年均(5.5±1.7)mg·L-1).在植物生长季,从开阔水体至湖滨植被区溶解氧浓度从12.7 mg·L-1降到4.5 mg·L-1;在非植物生长季则从9.7 mg·L-1降到6.2mg·L-1.湖滨带水体Eh在150 mV左右波动,空间变化趋势与溶解氧变化同步.沉积物Eh也表现出明显的时空变化,在植物生长季,各区沉积物均处于较强的还原状态(-158～-101 mV);而在非植物生长季,由开阔水体向植被型湖滨带Eh逐渐升高.在沉积物的垂直剖面上,开阔水体Eh自表层沉积物向下逐渐降低,而在A区的植被覆盖区则是先降低,大概在5 cm深处开始逐渐升高,于20 cm深左右达到峰值.根据上述植被型湖滨带氧化还原环境的特点,可以推知进行湖滨带生态修复,有利于去除湖泊氮污染.     

用循环经济理论指导工业区环境影响评价

区域开发的不确定性等给区域开发的环境影响评价(REIA)提出了较高的要求。循环经济按照自然生态学的原理,形成"资源-产品-消费-再生资源"的物质闭循环的流动过程。融入循环经济理念,将弥补传统区域开发环境影响评价模式的不足,更好发挥其在项目审批及环境管理中的作用。     

辽宁团山海蚀地貌自然保护区选划研究

根据2003年11月辽宁团山海蚀地貌自然保护区选划研究现场调查,探讨了该区海蚀地貌的成因,评价了海域环境质量和生物多样性,依据海洋自然保护区类型与级别划分原则(GBT17504-1998),确定了保护区类型,并采用定性与定量相结合方法给出了保护区级别。结果表明,保护区海域环境质量总体尚好,生态群落正常,保护区类型符合《海洋自然保护区分类原则》(类别III)相关标准,主要保护对象为海蚀地貌景观,该保护区可建成国家级,这在全国沿海尚不多见。     

弹用聚酰胺材料老化试验研究

以聚酰胺材料老化试验为例,讨论了储存寿命预测的分析技术、试验设计技术;提出了影响试验准确性的因素和解决问题的方法,因素包括试验样品选择、考核性能选择、试验方法选择、产品环境剖面分析、热老化温度确定等。     

呼吸效应对矿井封闭火区氧浓度的影响分析

为避免因火区封闭导致重大安全事故发生,通过采集某矿井1 d内3个不同监测点的大气压力变化情况,建立大气压力波动模型并分析计算,同时建立火区内外压差100,750 Pa情形下的氧浓度模型进而获得火区内侧氧气浓度因呼吸效应,在不同压差、体积大小火区、风阻、瓦斯涌出量、封闭时刻等多因素耦合影响下随时间的变化规律,以评估火区危险性。研究结果表明:井下大气随地面大气周期波动,封闭火区内、外侧之间的气压差因外界大气波动呈现16 h的余弦波动和8 h的线性波动周期变化;密闭质量好的火区具有更好地抗干扰性,内侧氧浓度的降低主要依靠瓦斯稀释;密闭质量差的火区,内侧氧浓度易受到火区涌出瓦斯、外界涌入大气双重影响;火区氧浓度在2%~12%之间波动,以至火区存在发生瓦斯爆炸的可能性;火区内外压差较大时,氧浓度波动变化幅度更大,危险作用持续时间更长。结合火区氧浓度波动模型,可有效地对矿井火区采取安全的防范措施,避免瓦斯爆炸事故发生。     

Assessing Impact of Urbanization on River Water Quality In The Pearl River Delta Economic Zone, China

The Pearl River Delta Economic Zone is one of the most developed regions in China. It has been undergoing a rapid urbanization since the reformation and opening of China in 1978. This process plays a significant impact on the urban environment, particularly river water quality. The main goal of this present study is to assess the impact of urban activities especially urbanization on river water quality for the study area. Some Landsat TM images from 2000 were used to map the areas for different pollution levels of urban river sections for the study area. In addition, an improved equalized synthetic pollution index method was utilized to assess the field analytical results. The results indicate that there is a positive correlation between the rapidity of urbanization and the pollution levels of urban river water. Compared to the rural river water, urban river water was polluted more seriously. During the urban development process, urbanization and urban activities had a significant negative impact on the river water quality.     

Unintentional non-traffic injury and fatal events: Threats to children in and around vehicles

Objective: There have been substantial reductions in motor vehicle crash–related child fatalities due to advances in legislation, public safety campaigns, and engineering. Less is known about non-traffic injuries and fatalities to children in and around motor vehicles. The objective of this study was to describe the frequency of various non-traffic incidents, injuries, and fatalities to children using a unique surveillance system and database.

Methods: Instances of non-traffic injuries and fatalities in the United States to children 0–14 years were tracked from January 1990 to December 2014 using a compilation of sources including media reports, individual accounts from families of affected children, medical examiner reports, police reports, child death review teams, coroner reports, medical professionals, legal professionals, and other various modes of publication.

Results: Over the 25-year period, there were at least 11,759 events resulting in 3,396 deaths. The median age of the affected child was 3.7 years. The incident types included 3,115 children unattended in hot vehicles resulting in 729 deaths, 2,251 backovers resulting in 1,232 deaths, 1,439 frontovers resulting in 692 deaths, 777 vehicles knocked into motion resulting in 227 deaths, 415 underage drivers resulting in 203 deaths, 172 power window incidents resulting in 61 deaths, 134 falls resulting in 54 deaths, 79 fires resulting in 41 deaths, and 3,377 other incidents resulting in 157 deaths.

Conclusions: Non-traffic injuries and fatalities present an important threat to the safety and lives of very young children. Future efforts should consider complementary surveillance mechanisms to systematically and comprehensively capture all non-traffic incidents. Continued education, engineering modifications, advocacy, and legislation can help continue to prevent these incidents and must be incorporated in overall child vehicle safety initiatives.