对水敏感性的机理与影响因素的研究

通过对咸淡水界面水敏感性机理与影响因素的研究,表明在非反应性微粒的释放迁移、反应性微粒的膨胀和絮凝作用与胶体吸附架桥作用下多孔介质中微粒物质的释放、膨胀、迁移、重沉积等引起的孔喉阻塞是导致水敏感性的机理所在;临界盐浓度、临界盐浓度变化率、临界离子强度、一临界流速和pH值是水敏感性的主要影响因素;指出水敏感性的研究对防止海水入侵具有重要的理论意义和实用价值。     

上覆水营养盐浓度对底泥氮磷释放的影响

采用校园水体底泥进行上覆水营养盐浓度对底泥释放量之间的关系研究。结果表明,在本实验条件下,上覆水水质影响底泥氮、磷的释放,尤其显著影响氮、磷的初期释放;上覆水氮、磷的浓度越小,底泥氮、磷的释放量越大;上覆水氮、磷的浓度超过一定值,会抑制底泥氮、磷的释放。     

成渝双城经济圈“三水”共治系统耦合协调度演进及影响因素研究

水资源—水环境—水生态是相互影响、相互促进的复杂系统,厘清“三水”共治系统耦合协调演进机理有利于区域水生态和经济高质量发展。首先,构建成渝地区双城经济圈“三水”共治系统协调评价指标体系与耦合协调度模型,对成渝地区双城经济圈2010—2020年“水资源—水环境—水生态”系统进行综合评价和耦合协调度分析,分析结果表明成渝地区双城经济圈16个城市“三水”协同系统的综合指数及子系统的状态指数总体呈现波动上升趋势,但城市间差距较大;“三水”系统耦合度整体上处于良好耦合阶段;“三水”系统耦合协调度小于耦合度,其耦合协调水平偏低,耦合协调度呈现出不充分发展态势和分化状态。耦合协调度的演变趋势是逐年向优质阶段提升。其次,用Tobit对“三水”系统耦合协调度回归,得出环境保护水平、能源消耗水平、产业发展水平3个因素对“三水”共治系统耦合协调度具有显著影响。结合本文研究结论,提出共建长江上游绿色生态廊道,建立多环境要素系统联动机制,以及跨界河流水污染联合防治及水环境保护政策与督察协调联动机制。     

好氧颗粒污泥降解邻苯二甲酸二甲酯的影响因素研究

本文研究了好氧颗粒污泥系统中,温度、pH、曝气强度、邻苯二酸(Phthalic Acid,PA)及氨氮(NH3-N)对邻苯二甲酸二甲酯(Dimethyl Phthahte,DMP)降解效果的影响,结果表明:好氧颗粒污泥降解DMP的最佳温度、最佳PH值范围、最佳曝气强度分别为25℃～45℃、7.0 ～9.0、1.38 cm/s.当PA浓度为100 mg/L、300 mg/L,PA对DMP降解起促进作用;当PA浓度为500 mg/L、800 mg/L,PA对DMP降解起抑制作用.进水中50 mg/L的氨氮浓度对DMP降解的影响不大.本研究中采用的19种运行工况条件中,除曝气强度为0.33 cm/s以外,其他18种运行工况条件下,当运行时间达到300 min时,DMP的浓度都小于1.0 mg/L,因此,当水力停留时间达到5h以上时,温度、pH、PA、氨氮对DMP降解速率的影响基本上可以忽略不计.     

Tool for assessment of process importance at the groundwater/surface water interface

The groundwater/surface water interface (GWSWI) represents an important transition zone between groundwater and surface water environments that potentially changes the nature and flux of contaminants exchanged between the two systems. Identifying dominant and rate-limiting contaminant transformation processes is critically important for estimating contaminant fluxes and compositional changes across the GWSWI. A new, user-friendly, spreadsheet- and Visual Basic-based analytical screening tool that assists in evaluating the dominance of controlling kinetic processes across the GWSWI is presented. Based on contaminant properties, first-order processes that may play a significant role in solute transport/transformation are evaluated in terms of a ratio of process importance (P_i) that relates the process rate to the rate of fluid transfer. Besides possessing several useful compilations of contaminant and process data, the screening tool also includes 1-D analytical models that assist users in evaluating contaminant transport across the GWSWI. The tool currently applies to 29 organics and 10 inorganics of interest within the context of the GWSWI. Application of the new screening tool is demonstrated through an evaluation of natural attenuation at a site with trichloroethylene and 1,1,2,2-tetrachloroethane contaminated groundwater discharging into wetlands.     

稠油炼制废水的可生化性研究

为了提高生化处理效果，运用BOD动力学方程及频数统计的方法对胜利油田石化总厂稠油炼制废水的可生化性进行了研究。研究结果表明：BOD氧化速度常数k为0．08，氧化速度m为0．52，BOD／COD范围在0．165～0．655之间，其中在0．165～0．305之间占24％，在0．305～0．655之间的占76％，平均值为0．38；CODB／COD为73％，CODNB／COD为27％。说明稠油炼制废水可生化性尚好，但生物氧化速度较小。     

Research on distribution performance of desert sand for heat storage in downcomer

In this research, desert sand is used as the sensible heat storage medium, which exchanges heat with air in the downcomer to realize heat storage and heat release. The desert sand distribution uniformity has a significant impact on the heat exchange performance and efficiency between desert sand and air for the process of convection in the downcomer. Given the superiority of sensible heat storage in convective heat transfer between desert sand and air, distributors with cylinder or conical bore solid particles and homogeneity performance testing device are designed and manufactured on the basis of convection system equipped with solid particle–air downcomer. Then, the convection experiment between solid sand and air is researched. The greater the desert sand flow rate and higher the volume density, the larger the variance of regional mass flow rate and the worse the homogeneity performance. For the cylinder bore distributor, the smaller the sand particle size is, the greater affected the sand groups can be. The sand homogeneity performance is preferable with the two particle size ranges: 0.18-0.25 mm and 0.15-0.18 mm. The total sand flow rate decreases, but the uniformity improves with the increase of the air flow velocity, and the best distribution performance is achieved at an air velocity of 0.6 m/s. However, the distribution performance declines with the air flow velocity persistently increasing because the sand groups are pushed to one pipe side close to the wall. The sand groups deflect seriously with the air flow velocity increasing.     

The deflectors influence on flow complexity,bed morphology,sediment transport and water quality of urban lotic waters - A laboratory study

In this laboratory study different combinations of bed (sand, pebble gravel [gravel], and a mix of sand and gravel) and flow (typical and overtopping) were experimented with to investigate the impact of porous deflectors in flow diversity, water quality, and fish performance in prismatic open channels. Deflectors changed the gradually varied flow to a rapidly varied flow, as a sudden change in the water depth was observed at the deflectors, and this change was large for smooth beds. With the presence of gravel, the scouring near the downstream deflector was almost twice that of the sand bed, and with the scouring at its own upstream deflector, irrespective of whether the flow was typical or overtopping. This behavior was a result of sand mobilization due to shear stress and sand mobilization aided gravel transport. The mixed bed showed less gravel movement compared to the gravel-only bed. The percentage of sediment washed out was minor for all bed scenarios, indicating that sediment transport was local. Relative to the sand bed without deflectors (representing a typical urban canal), deflectors resulted in reduced and improved water quality (in terms of sediment load) for sand, and mixed bed, respectively. The fishes found refuge and were comfortable in the pool areas created by deflectors unlike in channels without deflectors where they showed exhaustion.     

高效油水分离器和过滤器处理油田污水的现场实验研究

为了开发高效、低耗的含油污水处理工艺技术和设备,在吉林油田新立采油厂,对石油大学（北京）研制开发的高效油水分离器和高效过滤器处理油田污水的技术性能进行了现场测试研究。油水分离器采用斜通道波纹板作内构件,过滤器用炉渣做滤料。现场实验表明：高效油水分离器和高效过滤器串联处理油田污水,不论污水含油量高低,其过滤器出口水中含油量不高于１０ｍｇ／Ｌ者达９４％：过滤器出口水中悬浮物不高于１０ｍｇ／Ｌ者占８６％。结果说明该套装置在油和悬浮物的脱除及操作方面性能优异。有推广应用前景。