报废汽车拆解工艺的比对与研究

报废汽车具有良好的资源属性,处理企业选取合理的处理工艺对其进行处置,不仅能够提高经济效益,也可以有效保护生态环境.通过对当前报废汽车处理工艺技术进行分析比对,针对不同拆解企业提出相应的工艺选取建议,为产业发展提供帮助.     

1998～2003年卫星反演的中国陆架海叶绿素a浓度变化分析

利用1998~2003年SeaWiFS反演计算出的叶绿素a浓度数据,对中国陆架海叶绿素a浓度分布的规律和机理进行了分析探讨。结果表明,不同海区叶绿素a的浓度在各年间基本呈周期变化,每年随季节不同而变化。SeaWiFS反演的叶绿素a浓度分布情况与前人现场调查的结果较为一致,更为直观地揭示了中国陆架海的水文物理特征。遥感方法作为海洋科学研究的重要手段,更具应用前景。     

一株高效苯酚降解菌的性能研究及动力学分析

苯酚和酚类化合物是工业废水中的主要环境污染物,如焦化厂、炼油厂和石油化工厂等,去除工业废水中的酚类化合物对环境保护有极其重要的意义。通过富集驯化,从石化污水处理厂的活性污泥中筛选出一株产生物表面活性剂的高效苯酚降解菌。并对其进行了生理生化鉴定及降解性能的研究。实验结果表明,BPH-3菌为假单胞杆菌;菌株最佳的降解条件pH=7.0,温度为30℃,转速为150 r/min,最高耐盐度为3%,在接种量为5%,苯酚初始质量浓度为600 mg/L,菌株12 h内的降解率可达100%。     

Mitigating Impact of Devils Lake Flooding on the Sheyenne River Sulfate Concentration

Devils Lake is a terminal lake located in northeast North Dakota. Because of its glacial origin and accumulated salts from evaporation, the lake has a high concentration of sulfate compared to the surrounding water bodies. From 1993 to 2011, Devils Lake water levels rose by ~10 m, which flooded surrounding communities and increased the chance of an overspill to the Sheyenne River. To control the flooding, the State of North Dakota constructed two outlets to pump the lake water to the river. However, the pumped water has raised concerns about of water quality degradation and potential flooding risk of the Sheyenne River. To investigate these perceived impacts, a Soil and Water Assessment Tool (SWAT) model was developed for the Sheyenne River and it was linked to a coupled SWAT and CE‐QUAL‐W2 model that was developed for Devils Lake in a previous study. While the current outlet schedule has attempted to maintain the total river discharge within the confines of a two‐year flood (36 m³/s), our simulation from 2012 to 2018 revealed that the diversion increased the Sheyenne River sulfate concentration from an average of 125 to >750 mg/L. Furthermore, a conceptual optimization model was developed with a goal of better preserving the water quality of the Sheyenne River while effectively mitigating the flooding of Devils Lake. The optimal solution provides a “win–win” outlet management that maintains the efficiency of the outlets while reducing the Sheyenne River sulfate concentration to ≤600 mg/L.     

分散式污水处理设施集约化管理创新探索

随着近年来大量农村污水处理设施的新建,项目污水处理设施面广、点多、单体规模小、污染物浓度变化大、经营困难等问题凸显,如何突破困境找到一条相对适合分散式污水处理设施的运营管理十分必要。本文提出了集约化管理创新探索,在生产标准化管理、人力资源管理、安全管理、设备设施管理及物资管理等方面全方位的总结了运营管理经验,为分散式污水处理设施管理提供了参考和借鉴。     

污染农田土壤修复产业发展面临的问题及建议

随着经济的发展,我国的农业建设也迎来了新的发展机遇,但是目前我国的农业发展过程中存在着严重的土壤污染问题,污染农田土壤修复的问题有待解决。本文围绕污染农田土壤修复这一问题展开研究,望有所助益。     

含锌废物综合利用项目环境影响评价工程探索

工业生产的废物当中包含多种重金属,例如钢铁厂的粉尘当中就含有锌。含锌粉尘不仅会在高炉内循环和富集,影响高炉的运行,还会造成环境污染。基于此,本文主要分析含锌废物综合利用,对该项目进行环境评价,探讨有效的对策,以提高含锌废物综合利用的科学性,提高环境保护等级。     

大气颗粒物中环境持久性自由基的电子顺磁共振检测方法

大气颗粒物中的环境持久性自由基具有强氧化性,参与大气中诸多化学反应,影响空气质量,进而影响人体健康,因此对其定性、定量检测具有重要意义,然而现阶段并没有成熟有效的分析检测方法.本文利用电子顺磁共振波谱仪,对比大气颗粒物的3种进样方式,建立了便捷、有效的大气颗粒物中环境持久性自由基检测方法.首先,配制不同标准物质(或溶液),确定仪器的最佳检测参数和大气颗粒物的最低响应浓度(或质量).然后,分别使用水洗脱法和有机溶剂提取法对大气颗粒物进行前处理,优化大气颗粒物的水洗脱和有机提取条件,对比大气颗粒物直接进样、水洗脱样和有机提取样的测定结果.最后,确定了上述3种进样方法的适用条件,即直接检测法适用于石英膜和Teflon膜样品,且操作简便,易于定量测定大气颗粒物中自由基的浓度;水洗脱法仅适用于Teflon膜样品,但需要已知颗粒物洗脱效率才能定量计算;有机溶剂提取法不能有效的提取的颗粒物上的自由基.     

畜禽环境中抗生素的去除及其风险评估

抗生素作为饲料添加剂广泛应用于畜禽养殖业,造成养殖环境抗生素大量蓄积,尤其是在畜禽粪便中,长期的积累不仅污染养殖场内土壤环境,残留的抗生素还会随畜禽粪便进入周边水体及农田环境,威胁农作物及人体健康。目前,国内相关研究主要集中在抗生素的降解工艺及降解规律方面,而对其去除效率的影响因素及风险评价研究相对较少。笔者综述了国内外抗生素的降解转化及去除方式等的研究进展,并概述了抗生素在畜禽环境中的生态风险评估的研究现状,为抗生素的高效去除、风险预估及畜禽粪便资源化安全利用提供理论基础和技术支撑。     

Utilization of MSWI fly ash as partial cement or sand substitute with focus on cementing efficiency and health risk assessment

• Washed MSWI fly ash was used as partial cement or sand substitute. • Sand replacing is beneficial for strength, while cement replacement reduces strength. • Cementing efficiency factor and mortar pore structure explain the strength results. • Health risk assessment was conducted for MSWI fly ash blended cement mortar. • CR and HI contributed by different exposures and heavy metals were analyzed. The strength of cement substituted mortar decreases with the increase in fly ash amount, whereas the strength increases when the fly ash is blended as sand substitute. A mortar with highest strength (compressive strength= 30.2 Mpa; flexural strength= 7.0 Mpa) was obtained when the sand replacement ratio was 0.75%. The k value (cementing efficiency) of fly ash varied between 0.36 and 0.15 for the fly ash fraction in binder between 5% and 25%. The k values of fly ash used for sand replacement were all significantly above that used for cement substitution. The macropores assigned to the gaps between particles decreased when the fly ash was used as sand replacement, providing an explanation for the strength enhancement. The waste-extraction procedure (toxicity-sulphuric acid and nitric acid method (HJ/T 299-2007)) was used to evaluate metal leaching, indicating the reuse possibility of fly ash blended mortar. For the mortar with the mass ratio of fly ash to binder of 0.5%, the carcinogenic risks (CR) and non-carcinogenic hazard quotient (HQ) in sensitive scenario for blended mortar utilization were 9.66 × 10^-7 and 0.06, respectively; these results were both lower than the threshold values, showing an acceptable health risk. The CR (9.89 × 10^-5) and HQ (3.89) of the non-sensitive scenario for fly ash treatment exceeded the acceptable threshold values, indicating health risks to onsite workers. The main contributor to the carcinogenic and non-carcinogenic risk is Cr and Cd, respectively. The CR and HQ from inhalation was the main route of heavy metal exposure.