集成内循环烟气流化床脱硫塔内流动特性

针对脱硫塔内烟气的偏流问题,提出了直导流板加旋流结构的措施,应用CFD软件包FLUENT平台对导流板的尺寸、位置、数量进行了优化,得到了烟气入口调节的优化方案。通过工业流场试验对数值计算结果进行了验证,结果表明:采用烟气调节措施后,流场均匀性得到明显的提高。计算和工业试验数据一致,表明采用合适的计算模型,数值计算能取得良好的模拟结果。     

一种新型平流式沉淀池运行效果研究

在进水口加设调流板、溢流堰上沿水流方向设置溢流槽两个方面对传统平流式沉淀池进行了改进,设计提出了一种新型平流式沉淀池。通过试验研究分析了调流板和溢流槽对泥砂沉淀效果的影响,得出新型平流式沉淀池可以大大提高泥砂的沉淀效率,出池水流平均含砂量最大降幅可达94.8%,特别是对细颗粒泥砂的沉淀具有较好的效果。     

物质代谢分析框架及其研究述评

追溯了物质代谢概念的起源和发展,剖析了不同学科视角下物质代谢内涵的共性和差异性,并将物质代谢划分为生命代谢、生态代谢和经济或社会代谢等三大类.在此基础上,根据研究重点和目标不同,将物质代谢分析划分为代谢主体分析和代谢物质分析两大类,并进一步细分为组织代谢、区域代谢、物质分析、材料分析;对主要的物质代谢分析方法的适用范围、研究对象进行了比较和界定.基于物质代谢分析框架,对国内外相关研究系统地进行了归纳和总结,客观分析和评价了当前研究存在的问题和不足,并展望了物质代谢研究的重点领域和发展方向.      

潜流人工湿地理化性质及不同形态氮素的空间分布

对潜流人工湿地系统的可溶解氧、pH、氧化还原电位以及水温等理化因子和不同形态氮素的空间分布进行了较全面研究。结果表明,潜流人工湿地上部溶解氧高于下部;湿地下部pH较小,主要在6.9～7.2之间;氧化还原电位表现为上部前端氧化,下部后端还原;湿地装置内下部温度总体比上部要高,前端表现得尤其明显;湿地前端上部是COD和氨氮降解的主要场所,在前端下部区域硝氮的浓度低而亚硝氮、氨氮的浓度相对较高;湿地系统中亚硝氮含量较低,仅在前端中下部有所积累;总氮浓度在湿地前端较高而后端较低,其去除率在根本上依赖于反硝化作用的强度。     

珠江三角洲水位演变分析

全球气候变暖导致的海平面加速上升已是不争的事实,其长期累积的结果将给沿海地区造成巨大威胁。利用层次聚类分析法、灰关联法、相关分析法等重点分析了海平面上升对珠江三角洲水位的影响。结果显示：海平面上升对珠江三角洲代表站的年平均水位和年最低水位的影响大于对年最高水位的影响;海平面上升对马口站和三水站水位的影响小于河床下切和径流的影响;海平面上升对珠江河口区水位的影响由三角洲深处向口门区有增强趋势。掌握海平面上升对水位的影响规律,对于河口地区的防灾减灾和水资源的合理开发利用具有重要的指导意义。     

松辽流域生态流量赤字及其成因

水资源的过度开发导致了水短缺和水生态退化,因此,提供适宜的生态流量对维护河流健康具有重要意义.以往研究聚焦断面尺度的生态流量及其保障程度,尚未有效剥离上游子流域的影响.本研究以松辽流域为研究对象,运用VMF法、Tessmann-adapted法和Smakhtin-adapted法3种水文学法核算二级水资源区生态流量及1...     

Comparing the Extent and Permanence of Headwater Streams From Two Field Surveys to Values From Hydrographic Databases and Maps

Supreme Court cases have questioned if jurisdiction under the Clean Water Act extends to water bodies such as streams without year‐round flow. Headwater streams are central to this issue because many periodically dry, and because little is known about their influence on navigable waters. An accurate account of the extent and flow permanence of headwater streams is critical to estimating downstream contributions. We compared the extent and permanence of headwater streams from two field surveys with values from databases and maps. The first used data from 29 headwater streams in nine U.S. forests, whereas the second had data from 178 headwater streams in Oregon. Synthetic networks developed from the nine‐forest survey indicated that 33 to 93% of the channel lacked year‐round flow. Seven of the nine forests were predicted to have >200% more channel length than portrayed in the high‐resolution National Hydrography Dataset (NHD). The NHD and topographic map classifications of permanence agreed with ~50% of the field determinations across ~300 headwater sites. Classification agreement with the field determinations generally increased with increasing resolution. However, the flow classification on soil maps only agreed with ~30% of the field determination despite depicting greater channel extent than other maps. Maps that include streams regardless of permanence and size will aid regulatory decisions and are fundamental to improving water quality monitoring and models.     

Modeling Monthly Fluctuations in Submersion Area of a Dammed River Reservoir: A Case Study1

Lu, Haorong, S. Samuel Li, and Jinsong Guo, 2012. Modeling Monthly Fluctuations in Submersion Area of a Dammed River Reservoir: A Case Study. Journal of the American Water Resources Association (JAWRA) 1‐13. DOI: 10.1111/jawr.12003 Abstract: Fluctuations in water submersion of the Three Gorges Reservoir in China have not been explored in spite of their important implications for shoreline erosion and other undesirable consequences. This article aims to quantify the monthly fluctuations in response to changing hydraulic parameters and regional climatic factors. Flow velocity and water levels distributed along the 609‐km long dammed river reservoir are calculated with a one‐dimensional hydrodynamics model. Evaporation of water from the surface of the reservoir is determined using mass transfer‐based methods. Calculated flow velocities and water levels compare well with field data. We show that the water surface slope decreases with rising water level at the dam, and decreases to almost zero during the winter months of water storage when the downstream water level reaches the normal pool level. The submersion area varies between 830 and 1,070 km² over the year or over 20% of the reservoir zone will experience the annual cycle of dry land and partial or complete submersion. These fluctuations are of relevance to shoreline management and to the prevention and restoration of shoreline erosion. Evaporation is estimated to fluctuate between 1,240 and 26,110 tons of water per month per kilometer length of reservoir channel; this can possibly affect the hydrological budget of the reservoir region. The simple methodologies discussed in this article can easily be applied to other dammed river reservoirs for submersion estimates.     

An Optimization Method for Estimating Constituent Mean Concentrations in Base Flow‐Dominated Flow

Pollutant coefficients have been widely used to assess runoff nonpoint source pollution from individual land uses (e.g., agricultural, residential) of a watershed. Pollutant coefficients, known as event mean concentrations (EMCs), were developed by the U.S. Environmental Protection Agency's Nationwide Urban Runoff Program (NURP) to serve as a national measure for characterizing pollutant loading in a receiving water body. The term “baseflow pollutant coefficient (BPC)” is used in this study as a surrogate for EMC to describe mean concentration of pollutants in base flow‐dominated flow. A method for characterizing base flow quantity and quality for different land uses was explored using inverse modeling with two optimization techniques (a least square method and a genetic algorithm [GA] optimization), land use information, and streamflow quantity and quality data. The inverse model was formulated as a constrained minimization problem and demonstrated with data for 15 watersheds in Indiana. Results showed that estimated pollutant coefficients are comparable to the published literature. This indicates that the proposed method has the potential to effectively estimate constituent mean concentrations for pollutant load determination in gauged and ungauged watersheds, albeit more analysis with larger and more robust datasets is desirable to further refine and validate the accuracy of the approach.     

大型公园道路网络关键节点脆弱性评价*

为更加科学有效地辨识景区道路网络中的客流关键节点,以节点脆弱性为度量指标,提出1种基于FIM模型的关键节点脆弱性评价方法。以某大型公园为例,首先通过ArcGIS软件将该公园的道路网络信息转换成可编译的文本信息,经过Java枚举可行路径,然后利用嵌入FIM算法的Lingo进行优化,得出网络节点的重要度。最后综合节点容量、流量、吸引度等信息加权得出网络节点的脆弱性。结果表明:该方法能够有效地对道路网络节点进行脆弱性度量并排序,景区可据此制定相应的客流导向方案以提高景区资源的利用率,提高游览的安全性。