孔板结构脱硫脱水性能的试验研究

通过真实规模的试验台对应用于烟气湿法脱硫洗涤塔中的孔板结构进行了脱硫、脱水效果的试验研究 ,得出了孔板结构与其他结构的脱硫效率间的差异 ,比较了不同结构孔板的脱水效率 ,并进行了理论分析     

民国前期荆江两岸地区洪水灾害若干特征分析

“万里长江，险在荆江”，民国前期（1912-1927）荆江两岸地区水灾频仍．在荆江两岸地区1912-1927年洪水灾害相关资料的基础上，运用一般统计方法和理论分析了这一时期洪水灾害的若干特征，即普遍性、连续性、积累性和区域性四个特征．对洪水灾害基本特征及其规律的探讨至今对于有效的进行水患治理与防治仍有着深远的影响．     

扩散器近区稀释扩散模型试验研究

通过模型试验，全面研究扩散器的水平方位角、射流角度、长度、环境水深、射流速度等主要设计参数对污水近区稀释扩散的影响。为扩散器设计提供技术支持和参考依据。     

“赛力奇”的致突变性研究

选用Ａｍｅｓ试验、小鼠骨髓细胞微核实验和小鼠显性致死突变试验对新型食品添加剂“赛力奇”的致突变性进行了检验。结果表明：三项试验的结果均生。根据国家《食品安全性毒理学评价程序（试行）》的规定，认为“赛力奇”无致突变性。     

煤沥青烟气对大鼠肺损伤及免疫功能的影响

采用自然吸入的暴露方法，通过分析肺灌洗液成分及脾脏淋巴细胞的转化功能，观察碳素厂冷压车间空气对大鼠肺损伤及免疫功能的影响，结果表明，在自然吸入染毒期间，引起大鼠肺灌洗液中乳酸氢酶、酸性磷酸酶和唾液含量或高，肺巨噬细胞及其Ｆｃ受体数降低，并且还引起脾脏淋巴细胞的转化能力下降。     

废水处理方案选择专家系统的设计

介绍了一种用于选择工业废水工艺流程方案的专家系统的设计。该系统采用框架式结构对知识进行描述，用指标函数方程进行各种费用的计算比较，最终得出最佳处理工艺流程方案。     

用浮游及底栖动物评价饮马河水质

根据浮游及底栖动物种群结构和数量分布特点，对秦皇岛市饮马河水质进行了初步评价，评价结果表明，生物监测技术方法可行，简单直观，与化学监测的结果基本一致。饮马河全程水质属于中-重污染。     

浅谈水电工程中混凝土生产系统环保措施

以现在水电工程建设中的混凝土生产系统为基础,从水土保护保持、废水、废气、废油排放,粉尘污染,噪声污染,交通运输,废料,生活废水,垃圾等方面为工程提供混凝土生产系统的环保控制措施.     

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.     

Simultaneous sorption of aqueous phenanthrene and phosphate onto bentonites modified with AlCl3 and CTMAB

The purpose of this work is to synthesize a new type of bentonite sorbent that can simultaneously remove both organic compounds and phosphate from water. Inorganic-organic bentonites (Al-CTMAB-Bent) were synthesized by modifying bentonites with both AlCl₃ and cetyltrimethyl ammonium bromide (CTMAB). Simultaneous sorption of aqueous phenanthrene and phosphate onto Al-CTMAB-Bent was examined. Removal rates of phenanthrene and phosphate from water reached 96.3% and 90.2%, respectively, at their respective initial concentrations of 1 mg/L and 5 mg/L and the added amount of Al-CTMAB-Bent was 1.25 g/L. The residual turbidity of the Al-CTMAB-Bent suspension decreased 81.4% compared to that of organobentonite suspension after a 1 h settling time. Thus, inorganic-organic bentonite can be used to treat wastewater containing both organic pollutants and phosphate. Translated from Environmental Science, 2006, 27(1): 91–94 [译自: 环境科学]