地表径流速度对城市内涝影响规律

为分析地表径流速度对城市内涝的影响,采用一维地下排水管网与二维城区地形的动态耦合模型,选取大连市某排水区块作为研究区域,设置4种地表径流速度10种设计降雨场景,模拟分析在不同重现期设计降雨及不同地表径流速度下研究区的内涝积水特性。结果表明:随着地表径流速度降低,管道排水压力变小,管道排水达标率最高可提升48.05%,且降雨重现期越短,地表径流流速对管道排水压力的削减效果越明显;地表径流流速对检查井溢流量影响显著,随着地表径流速度降低,检查井溢流量峰值最高可减小2 750 m~3,峰现时间最长可滞后56 min,同时随着降雨重现期增长,地表径流流速对检查井溢流量的削减效果减弱;研究区低、高风险区淹没面积随地表径流速度降低,最高可分别减小1.64万、8.37万m~2,但中风险区淹没面积变化反复。     

基于一、二维耦合模型的某湿地公园水网规划与水力优化应用

湿地水网规划和设计需要考虑防洪排涝、生物栖息地构建及水资源调度等多个因素的协调,单一维度的数值模型难以解决河网、湖区及工程调度等多种模拟对象的尺度协调问题。针对某感潮河网区域生态湿地公园的规划设计,利用MIKE Flood软件,构建一、二维耦合水动力模型,就河网规模、堰顶高程控制、生物栖息地构建等目标开展计算分析,通过方案比选确定相关工程规模,并通过区域微地形调整对鱼类和禽类栖息地水动力条件进行优化,使其满足生境构建要求。该结果不仅为相关设计单位提供了工作思路,所采用的建模方法和参数选取也可为类似项目参考。     

Evaluation of performance of Active,Beautiful and Clean (ABC) on stormwater runoff management using MIKE URBAN: a case study in a residential estate in Singapore

ABSTRACT

Singapore has adopted a low impact development equivalent of stormwater management philosophy under a national program called ‘Active, Beautiful and Clean’ (ABC) employing soft-engineering techniques to manage rainfall runoff in the face of climate change and rapid urbanisation. This study makes use of the MIKE URBAN modelling tool to evaluate the performance of ABC units in a new residential precinct based on flow data collected. Calibration results show an overall good fit between the measured data and simulated results based on three goodness-of-fit stats. The runoff factors computed for scenarios with and without the presence of ABC units show an improvement in the range of 21–72%. This study demonstrates the usefulness of using a calibrated model to evaluate the performance of constructed units using measurements. It is recommended that this modelling tool be also used for evaluating water quality performance of the units as well as applying it for use in the planning and implementation process.     

Decision support systems in water resources in the demarcated region of Douro – case study in Pinhão river basin,Portugal

This paper puts forward the importance of decision support systems (DSS) for the planning and management of water resources. A case study of the Pinhão river basin, in Portugal, is presented. Given the importance of vineyards in the Douro region, it is important to determine if water availability will be enough to meet present and future water demands. In order to answer this question, DSS tools were used to assess different scenarios. The MIKE BASIN software was used in the hydrographical basin of Pinhão river, assisted by a geographic information system, GIS, which allowed the modelling of the basin, both temporally and spatially, facilitating the visualisation and interpretation of results. According to the attained results, it was verified that, at present, the hydrographical basin meets the considered water needs. The DSS proved to be an important tool to assist the decision‐making process in the studied river basin.     

Coupled Hydrological/Hydraulic Modelling of River Restoration Impacts and Floodplain Hydrodynamics

Channelization and embankment of rivers has led to major ecological degradation of aquatic habitats worldwide. River restoration can be used to restore favourable hydrological conditions for target species or processes. However, the effects of river restoration on hydraulic and hydrological processes are complex and are often difficult to determine because of the long‐term monitoring required before and after restoration works. Our study is based on rarely available, detailed pre‐restoration and post‐restoration hydrological data collected from a wet grassland meadow in Norfolk, UK, and provides important insights into the hydrological effects of river restoration. Groundwater hydrology and climate were monitored from 2007 to 2010. Based on our data, we developed coupled hydrological/hydraulic models of pre‐embankment and post‐embankment conditions using the MIKE‐SHE/MIKE 11 system. Simulated groundwater levels compared well with observed groundwater. Removal of the river embankments resulted in widespread floodplain inundation at high river flows (>1.7 m³ s^?1) and frequent localized flooding at the river edge during smaller events (>0.6 m³ s^?1). Subsequently, groundwater levels were higher and subsurface storage was greater. The restoration had a moderate effect on flood peak attenuation and improved free drainage to the river. Our results suggest that embankment removal can increase river–floodplain hydrological connectivity to form a more natural wetland ecotone, driven by frequent localized flood disturbance. This has important implications for the planning and management of river restoration projects that aim to enhance floodwater storage, floodplain species composition and biogeochemical cycling of nutrients. © 2016 The Authors. River Research and Applications Published by John Wiley & Sons Ltd.     

Morphological study of silver corrosion in highly aggressive sulfur environments

A silicone coated power module, having silver conducting lines, showed severe corrosion, after prolonged use as part of an electronic device in a pig farm environment, where sulfur containing corrosive gasses are known to exist in high amounts. Permeation of sulfur gasses and humidity through the silicone coating to the interface has resulted in three corrosion types namely: uniform corrosion, conductive anodic filament type of Ag2S growth, and silver migration with subsequent formation of sulfur compounds. Detailed morphological investigation of new and corroded power modules was carried out, and possible theoretical explanation for various corrosion mechanisms has been attempted.     

基于MIKE 11 Ecolab模型的梁滩河流域水污染问题探讨

基于MIKE 11 Ecolab模型构建了梁滩河流域水文、水动力和水质综合数学模型,分析了该流域河 道的水质时空变化特征,研究了不同预案对该流域水质变化趋势及水质改善的效果。结果表明,生活污 水的处理应是未来梁滩河流域治理的重点,应降低该流域水体的氨氮浓度,关注水体中总氮、总磷的含 量,生活污水处理应采用集中和分散处理相结合的原则。     

Laser surface hardening of AISI 420 stainless steel treated by pulsed Nd:YAG laser

The AISI 420 martensitic stainless steel was surface-hardened by a pulsed Nd:YAG laser. The influences of process parameters (laser pulse energy, duration time and travel speed) on the depth and hardness of laser treated area and its corrosion behavior were Investigated. In the optimum process parameters, maximum hardness (490 VHN) in the laser surface treated area was achieved. The pitting corrosion behavior was studied by potentiodynamic polarization technique in 3.5% NaCl solution at 25 °C. Metallographical and electrochemical corrosion studies illustrated beneficial effects of laser surface hardening by refining the microstructure and enhancing the pitting corrosion resistance of the martensitic stainless steel. The pitting corrosion resistance of laser surface treated samples in 3.5% NaCl solution depends on the overlap ratio clearly. The pitting potential (E_pp) decreased significantly by increasing the ratio of pulse overlapping.     

基于MIKE的杜家台洪道行洪能力研究

2005年、2011年杜家台2次洪道分流以最小损失换取最大安全,为汉江中小洪水调度模式提供新思路。针对杜家台工程现状特点,充分考虑现行预案调度运用,基于MIKE水动力软件,构建汉江、杜家台洪道及围垸的一、二维耦合数值模型,实现杜家台洪道行洪能力及效果分析。模拟结果表明,按照预案调度现状洪道分流,除新农垸及张沉湖垸堤顶高程不足外,可在汉口水位较高时基本实现安全行洪2 000~2 500 m³/s;汉江遭遇设计洪水时,优先利用洪道夹水入江的防洪效益十分显著。研究成果为完善杜家台分洪工程洪道运用模式及类似工程调度提供依据。     

变化条件下河堤防洪能力复核分析研究

构建了一维河道洪水模型,基于历史洪水率定的河道糙率,模拟了发生设计标准洪水时河道中洪水演进过程,并采用不同方法推求的水面线校核了模拟结果的合理性,分析模拟了水位与确保水位及堤高数量关系,讨论了滩地糙率对洪水位的影响.实例结果表明,石佛寺水库下游河道个别断面堤不能满足设计标准洪水的过流要求,需进行堤防加高处理,滩地糙率对河道行洪水位影响较大.