奎屯市区城市废水排污系统网络化的探讨

根据奎屯市区城市废水的排放量大、排污口多、污染物浓度高以及排污下水管道污水处理设施的建成现状等特点，提出了以污水处理厂为治理中心，市区排污管道网络化的改造设想、存在问题及对策。     

污水海洋（江河）处置工程喷口的冲淤规律

结合上海市合流污水治理二期工程排放管稀释扩散规律及泥沙冲淤规律的研究，利用少运动相似理论，通过模型试验，从环境泥沙积在上管喷口上的最不利条件出发，分析喷口对泥沙的冲液规律，提出喷口冲淤临界速的概念，并据此提出适宜的上升管高度及喷口射流角度。     

南京企业雨排和清下水排口排放现状及对策研究

对南京典型工业企业雨排及清下水排口水质排放情况进行监测分析,摸清排放现状,分析成因.并提出对策和建议,要求环境管理部门加强对工业企业雨污分流的监管,各地方可以根据实际情况制定相应的地方标准.以南京为例,加大对工业企业雨排和清下水排口的监测管理力度,把工业企业雨排和清下水排口纳入正常的监测计划,对出现超标以及雨排或清下水排口排放量超过40吨/天的工业企业应安装污染源在线监控系统.最终倒逼企业加强环境管理,减少对外环境的影响.     

钢铁企业总排口废水回用新工艺应用

就当前国内几个典型的钢铁企业总排口废水水质特性作了分析,探索钢铁企业废水回收利用的工艺路线,提出在吸收国外新技术的基础上研究开发出符合国情的新工艺技术.     

Evaluation of marine outfall with three-dimensional hydrodynamic and water quality modeling

Numerical models are often used to evaluate the potential impact of human alternation of natural water bodies and to help the design of the alternation to mitigate its impacts. In the past decade, three-dimensional hydrodynamic and reactive transport modeling has matured from a research subject to a practical analysis technology. This paper presents a practical study in which a three-dimensional hydrodynamic and water quality model [hydrodynamic eutrophication model (HEM-3D)] was applied to determine the optimal location for treated wastewater discharged from marine outfall system in the Keelung harbor and the adjacent coastal sea. First, model validation was conducted with respect to surface elevation, current, and water quality variables measured in the Keelung harbor station and its coastal sea. The overall performance of the model was in qualitative agreement with the available field data. The model was then used to evaluate several scenarios of the locations from marine outfall system. Based on model simulation results, a location at the northeast of Ho-Ping Island was recommended for adoption because the environmental impact is smaller than any other alternative.

污水在水体中的稀释扩散及稀释度的计算

结合长江白龙港水域水力模型试验对污水排海工程中污水稀释扩散的机理进行了描述，并对污水的两种稀释度（浓度释稀度和体积稀释度）进行了分析比较，得出了在污染物本底值存在时两种稀释度之间的关系。     

概率分析法在污水海洋排放近区模拟中的应用

污水海洋排放时需要分析排放口近区的羽流几何特性和稀释特性,概率分析法是其中重要的方法之一．本文阐述了概率分析法的基本原理,通过实例演示了概率分析法应用于污水海洋排放近区模拟分析的过程． 根据概率分析法所提供的结果,总结了概率分析法的优点,即提供了排放口近区的全面信息,由此可以进行后续工作,如远区模拟和风险评估;结合实例, 指出了应用概率分析法的局限,它对输入信息量和计算速度（ 计算工作量） 的要求较高;随计算机运算速度的提高和自动监测技术的发展,应用概率分析法的这一局限可以克服,因此,概率分析法具有广阔的应用前景．     

海水入侵污水放流系统及其清除研究

研究海水入侵污水放流系统及其清除特性有助于系统优化设计和运行保护。运用水力学一般原理推导了清除流量和入侵临界流量的估算公式,并根据数学模型模拟结果讨论了部分系统参数对清除和入侵的影响,指出系统沿程阻力的增加及扩散器主管截面逐渐减小对减小清除流量作用不大,而立管在主管底部与主管联结与在顶部联结相比一般可减小清除流量10％以上。系统清除流量和人侵临界流量与立管个数成正比。还介绍了鸭嘴阀,文丘里喉管等几种限制入侵和帮助清除的技术措施。介绍的方法与结果可供工程实际应用。     

Environmental Impact on Coastal Waters off Rio De Janeiro Due to Sewage Discharge via Submarine Outfall

A survey was made in an area of 28 km² around the outlest of Ipanema's submarine outfall in order to evaluate the impact of the raw domestic sewage effluent on coastal waters. Nutrient concentrations, dissolved oxygen, particulate matter and other physico-chemical parameters were measured monthly for 15 months. Copper and lead concentrations were also determined for two of the samplings.

The outfall has been in operation for 18 years, and the parameters measured within the observation area appear to be in steady state. From the observed radial concentration gradients within the survey area, a real extension of the steady state distribution of particulate matter and of sewage-derived nitrogen was estimated. the stationary cloud of particulate organic matter was about 150 km². From its total inventory and the discharge rate, a mean residence time of the particles in the sea of 56 days is estimated, prior to their being decomposed by bacterial action or settling to the bottom. for sewage derived N (as ammonia or nitrate), the steady state amount (above background) covers an area of about 60 km² and leads to a mean residence time of 5 ± 1 days in the ocean. Phosphorus is readily absorbed by the phytoplankton.

The presence of temperature gradients established by cold upwelling waters controls the dispersion of the sewage material and the rising of the sewage plume to the surface waters.     

访问频率场模型在大连黑石礁湾污水排海工程环境评价中的应用

利用污染羽流浓度模拟法，采用连续释放质点拉格朗日追踪法计算污染羽流的运动路径。选用大肠杆菌作为污染指标生物，考虑了大肠杆菌衰减率随时间的变化关系。针对黑石礁湾风景旅游区的特点，提出了黄金时间污染羽流文章频率场的概念，对大连市黑石礁湾污水排海工程和黄金时间污染羽流的访问频率场进行了计算。计算结果表明，用访问频率场模型能够直观显示黑石礁湾排海污水中大肠杆菌影响的水域面积和时间，对于黑石礁湾污水排海工程