大连声环境质量的灰色预测研究

根据1999年～2003年大连市区声环境质量的监测数据，采用两次残差修正GM（1，1）对2010年前声环境质量进行预测结果表明，修正后模型均为一级模型，进行中、短期预测精度高。预测结果可为城市噪声污染防治提供科学的依据。     

自备发电站噪声综合控制

本文对自备发电站噪声污染综合控制进行了论述，拟出了有效控制措施。通过工程实例证明，自备发电站噪声污染扰民问题，能够得到有效的控制和解决。     

黑龙江省2006—2009年城市声环境质量状况及变化趋势分析

对黑龙江省13个市地2006年-2009年声环境质量的监测数据进行研究,分析了黑龙江省声环境质量状况及变化趋势。黑龙江省城市区域声环境质量主要处于较好和轻度污染状态;城市道路交通环境质量处于好和较好水平;城市各类功能区声环境质量,夜间超标现象仍很严重;交通噪声影响强度最大;社会生活噪声影响范围最广;改善声环境质量仍是今后一项主要工作。     

基于“公地悲剧”和“反公地悲剧”解析气候变暖和低碳技术壁垒

化石燃料的大量使用所排放的温室气体使得全球气候日益变暖,低碳经济的提出成为了目前全球应对气候变暖的主要策略,而发展中国家在进行低碳技术引进时常常面临来自发达国家的知识产权贸易壁垒。本文从"公地悲剧"角度解析气候变暖的经济学根源,从"反公地悲剧"角度揭示低碳技术转让过程中发达国家以知识产权为借口制造技术壁垒的经济学缘由。     

超声波提取-恒波长同步荧光法测定淡水藻中叶绿素a的含量

针对绿藻,采用超声波提取,以荧光激发-发射波长差216nm,建立了同步荧光法测定绿藻叶绿素a含量的新方法,其线性范围为0.02～1.25 mg/L,检出限为1.6ug/L,加标回收率在97.0%～104%之间。与分光光度法测定叶绿素a的对比试验结果表明,两者无显著性差异,但该方法具有快速、灵敏,其他常见色素不干扰测定的优点,能够满足供水中绿藻叶绿素a含量快速检测的需要。     

声波辅助清灰袋滤器的研究

通过改变声波的频率、声压等参数,观察了单独反吹清灰和声波辅助反吹清灰的试验结果。试验证明,声波能有效地降低滤袋的残余阻力和残留粉尘重量。     

居住区地下车库噪声在建筑群间的传播和影响模拟计算

针对城市居住区2种典型的建筑布局,结合随机点声源模型,对居住区内地下车库噪声影响进行了分析计算.通过实测值和预测值的比较,该预测模型精度较好.运用该模型预测规划与新建的居住区地下车库的噪声的影响,可为城市小区建设规划中有效控制噪声污染提供科学依据.     

In situ sequential treatment of a mixed contaminant plume

Groundwater plumes often contain a mixture of contaminants that cannot easily be remediated in situ using a single technology. The purpose of this research was to evaluate an in situ treatment sequence for the control of a mixed organic plume (chlorinated ethenes and petroleum hydrocarbons) within a Funnel-and-Gate. A shallow plume located in the unconfined aquifer at Alameda Point, CA, was found to contain up to 218,000 μg/l of cis-1,2 dichloroethene (cDCE), 16,000 μg/l of vinyl chloride (VC) and <1000 μg/l of 1,1 dichloroethene (1,1 DCE), trans-1,2 dichloroethene (trans-1,2 DCE) and trichloroethene (TCE). Total benzene, toluene, ethylbenzene and xylenes (BTEX) concentrations were <10,000 μg/l. Contaminated groundwater was funneled into a gate, 3.0 m wide, 4.5 m long and 6.0 m deep (keyed into the underlying aquitard) where treatment occurred. The initial gate segment consisted of granular iron, for the reductive dechlorination of the higher chlorinated ethenes. The second segment, the biosparge zone, promoted aerobic biodegradation of petroleum hydrocarbons and any remaining lesser-chlorinated compounds, stimulated by dissolved oxygen (DO) and carbon dioxide (CO₂) additions via an in situ sparge system (CO₂ was used to neutralize the high pH produced from reactions in the iron wall). Groundwater was drawn through the gate by pumping two wells located at the sealed, downgradient, end. Over a 4-month period an estimated 1350 g of cDCE flowed into the treatment gate and the iron wall removed 1230 g, or 91% of the mass. The influent mass of VC was 572 g and the iron wall removed 535 g, corresponding to 94% mass removal. The other chlorinated ethenes had significantly lower influent masses (3 to 108 g) and the iron wall removed the majority of the mass resulting in >96% mass removal for any of the compounds. In spite of these high removal percentages, laboratory column tests indicated that at these levels of chlorinated contaminants, surface saturation of the iron grains likely contributed to lower than expected reaction rates. In the biosparge zone, mass removal of cDCE appeared to occur predominantly by biodegradation (65%) with volatilization (35%) being an important secondary process. The dominant removal process for VC was volatilization (70%) although significant biodegradation was also indicated (30%). Laboratory microcosm results confirmed the potential for aerobic biodegradation of cDCE and VC. When average influent field concentrations for cDCE and VC were 220,000 and 46,000 μg/l, respectively, the sequential treatment unit removed 99.6% of the total mass and when the influent concentrations decreased to 26,000 and 19,000 μg/l for cDCE and VC, respectively, >99.9% removal within the treatment gate was attained. BTEX compounds were found to be significantly retarded in the iron treatment zone. Although they did eventually break through the granular iron, and into the gravel transition zone, none of these compounds was detected in the biosparge zone. No noticeable interferences between the anaerobic (reductive) and aerobic parts of the system occurred during testing. The results of this experiment show that in situ treatment sequences are viable, although further work is needed to optimize performance.     

过滤材料声学性能的实验研究*

为探讨纤维过滤材料的吸声效果,扩展吸声材料的选择范围,并为噪声粉尘一体化控制提供指导,通过实验分析不同等级一般通风用纤维层滤料的过滤性能和吸声性能,研究叠加方式及空腔设置等对滤料吸声性能的影响。研究结果表明:一定条件下,滤料的过滤效率越高吸声性能越好;单层滤料吸声效果较差,通过多层叠加,可显著提升吸声效果,达到吸声材料水平;不同等级滤料组合叠加,按过滤效率降序排列整体吸声性能更好。滤料作为吸声材料应用时,在其后侧设置空腔可明显增强吸声效果;兼顾过滤和降噪时,考虑粗效对中效滤料的保护作用,可在粗效加中效滤料后再附加粗效滤料,达到在不显著增加阻力的同时改善吸声性能的目标。     

坨一站稳定压缩机泵房噪声治理

根据油气集输泵站稳定压缩机泵房噪声污染的现状，提出了采用空间吸声体降低噪声和采用田声降低噪声的技术方案，分析了实施后的效果和推广应用前景。