Eco-environmental information system of Tianjin City─Design, implementation and applications

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生存环境与物种生命的演化

达尔文进化论的缺环就是连续性。相同自然条件下，动物进化的机遇和概率是相等的。进化就是物种在新环境中所做的一系列适应改变。当一个物种减少至某一极限数量时必将走向灭绝。     

大庆油田落地原油对土壤污染的研究

大庆油田是中国最重要的原油生产基地,开发建设50多年来,已累计生产原油18.2亿吨.不可避免地在油田生产过程中产生大量的落地原油,对土壤造成了严重的污染.落地原油在土壤中的迁移主要有横向迁移和纵向迁移:横向迁移对土壤的污染成辐射状分布,污染强度随污染源的距离增加而迅速降低,污染源周围污染最重的区域在0 m～40 m范围内,占总量90%以上,横向迁移范围确定在150 m以内;落地原油纵向迁移绝大部分集中在距土壤表面0 cm～10 cm范围内,竖向迁移一般不超过70 cm.落地原油污染土壤中主要污染物包括总烃、芳烃、酚、苯并[a]芘和硫化物,通过落地原油污染土壤的模拟实验可知总烃、芳烃、苯并[a]芘和硫化物含量,随原油浓度增加而明显增加,呈明显正相关性;其一元线性回归方程分别为Y=0.470X-17.88、Y=0.119X-6.13、Y=0.0076X-0.30、Y=0.000055X 0.089.     

Effectiveness evaluation of water-sprinkling in controlling urban fugitive road dust based on TRAKER method: A case study in Baoding, China

Fugitive road dust (FRD) contributes a great deal to urban rainwater and air pollution and is commonly controlled by water-sprinkling in most Chinese cities. However, there is a lack of information on its effectiveness. We used the Testing Re-entrained Aerosol Kinetic Emissions from Roads (TRAKER) method to monitor different types of roads in Baoding city before and within 1 hr after water-sprinkling and obtained the road dirtiness index (a) and PM concentration in the road environment ($T_{\mathrm{T}}^{*}$), to evaluate the removal efficiency for PM deposited on the road surface (${\eta }_a$) and the reduction efficiency for the PM concentration in the road environment (${\eta }_{\text{PM}}$). The results give that the ${\eta }_a$ for three types of roads is ranked: branch road (87%-–100%) > major arterial road (80%-83%) > minor arterial road (68%-77%), and the ${\eta }_{\text{PM}}$ ranked: minor arterial road (70%) > branch road (46%-58%) > major arterial road (37%-53%). The ${\eta }_a$ and ${\eta }_{\text{PM}}$ varied non-linearly with time and presented a quadratic curve. The average effective control time (${\eta }_{\mathit{a}}$> 0) was 62 min on the major and minor arterial roads, and much longer than 1 hr on branch roads. The ${\eta }_{\text{PM}}$ values diminished completely by 72 min on average from the end of sprinkling for the three types of roads. Water-sprinkling can remove PM₁₀ particles from the road surface and reduce their concentration in the road environment more thoroughly than PM_2.5. Our findings could be helpful for controlling urban FRD emissions more efficiently and precisely.     

常压塔塔顶腐蚀关键参量相关性分析与预测

预测常压塔顶回流罐切水的关键离子浓度可以为常压塔顶系统工艺防腐提供技术指导。收集了某炼厂2014-2016年常压装置的生产实时工艺参数、原料及产品采样数据、水质分析化验参数,采用线性插值方法对不同时间尺度的数据进行补全。通过线性相关性分析获得了影响常压塔顶回流罐切水总铁离子浓度、pH的主要因素,并基于深度学习、支持向量机回归、粒子群优化方法建立了腐蚀关键参量预测模型。结果表明,pH值和总铁离子浓度的相关因素大部分重叠,与原料性质及产品馏出温度较强相关;建立的回归模型预测精度高,在训练集和预测集上,总铁离子浓度预测值与测量值最大偏差分别为4. 4%和9. 8%,pH值预测值与测量值最大偏差分别为0. 9%和1. 1%。     

Insights into reactive oxygen species formation induced by water-soluble organic compounds and transition metals using spectroscopic method

Ambient particulate matter (PM) can cause adverse health effects via their ability to produce Reactive Oxygen Species (ROS). Water-Soluble Organic Compounds (WSOCs), a complex mixture of organic compounds which usually coexist with Transition Metals (TMs) in PM, have been found to contribute to ROS formation. However, the interaction between WSOCs and TMs and its effect on ROS generation are still unknown. In this study, we examined the ROS concentrations of V, Zn, Suwannee River Fulvic Acid (SRFA), Suwannee River Humic Acid (SRHA) and the mixtures of V/Zn and SRFA/SRHA by using a cell-free 2′,7′-Dichlorodihydrofluorescein (DCFH) assay. The results showed that V or Zn synergistically promoted ROS generated by SRFA, but had an antagonistic effect on ROS generated by SRHA. Fluorescence quenching experiments indicated that V and Zn were more prone to form stable complexes with aromatic humic acid-like component (C1) and fulvic acid-like component (C3) in SRFA and SRHA. Results suggested that the underlying mechanism involving the fulvic acid-like component in SRFA more tending to complex with TMs to facilitate ROS generation through π electron transfer. Our work showed that the complexing ability and complexing stability of atmospheric PM organics with metals could significantly affect ROS generation. It is recommended that the research deploying multiple analytical methods to quantify the impact of PM components on public health and environment is needed in the future.     

Detecting forest landcape boundary between Mountain Birch and evergreen eoniferous forest in the northern slope of Changbai Mountain

Boundaries between different forest types in Changbai Mountain Eatern China are results from complex interactions between forest ecosystems,topogrphy,and geomorphology.Detecting and quantifying the transitional zones are highly important since high environmental beterogeneity and biodiversity are ofter found within these zpmes.In this study,we used GIS and multivariate statistics techniques(PCA and MSWA) to analyze data from Landsat TM satellite imageries and quantitatively determined the positions and widths of the landscape boundary betweeen mountain birch and evergreen coniferous forests in the northern slope of Changbai Mountain.The results showed that the widths of the landscape boundary ranges from 30-50 m while using the MWW A or/and PC method.Such detected widths are consistent with field transect data that suggest a 50m tranistional zone width.The results further suggest that TM data can be used in combination with GIS and statistical techniques in determining forest landscape boundaries.MSWA is more reliable than PCA,while PCA can also be used to determine the landscape boundary when transects are properly located.     

BCO分光光度法快速测定含铜三氯化铁蚀刻废液中的铜

采用双环已酮草酰二腙 (简称BCO)光度法 ,对含铜三氯化铁蚀刻废液综合利用过程中铜的快速测定进行了研究。重点对铁基体对于铜测定的干扰情况进行了研究。在选择的最佳分析条件下 ,测定三氯化铁蚀刻废液综合利用过程含铜浓度为 0 4 6g L的还原液时 ,其相对标准偏差和加标回收率分别为 1 0 5 %、99 2 1%、10 0 2 %。本方法简单快速 ,测定 1～ 2个样品仅需 30min。     

活性炭厌氧流化床处理毒性有机废水存在的问题与对策

活性炭厌氧流不处理毒性有机废水存在问题，对含有活性炭能吸附而生物难降解成份的废水，通过定期替换少量活性炭、能维持工艺的稳定运行。     

SBR工艺处理维生素C废水试验研究

采用颗粒污泥和普通絮体污泥SBR反应器对维生素C生产废水进行可生化性对比试验研究，结果表明，在进水CODcr为400—1800mg／L，运行周期为8h，其中曝气时间为5．5h，换水比为80％的条件下，颗粒污泥反应器CODer去除率为75-90％，污泥浓度介于6．11～8．32g／L，污泥指数为20～40mL／g.