计算流体力学技术在膜分离过程中的应用与进展

计算流体力学（ComputationalFluidDynamics，CFD）技术近年被广泛地应用于膜分离过程模拟中。本文评述了CFD研究膜分离过程中流体力学、膜污染机理和浓差极化等现象，以及CFD技术在微滤、超滤、反渗透中的研究进展及待解决问题等。     

烟气源热泵波纹板蒸发器冷凝换热特性数值研究

对波纹板蒸发器中的烟气冷凝换热进行数值模拟,运用Fluent软件得出烟气温度场、速度场、冷凝水浓度场;分析烟气特性和波纹板蒸发器的结构参数对冷凝换热的影响,发现当过量空气系数较小、烟气流速为2~3 m/s、烟道宽度为10~12 mm、波纹高度为18~20 mm、波纹节距为36~40 mm时,能带来较好的换热效果。通过与平板换热器进行对比,波纹板的冷凝换热效果优于平板,为工程设计提供理论基础和参考。     

土工格栅拉拔试验模型优化及加筋特性研究

目前土工格栅加筋提高工程的安全性广受关注,为研究土工格栅摩擦系数、网孔尺寸对其加筋特性的影响,采用PFC3D建立土工格栅拉伸试验模型和拉拔试验模型,并对2种试验模型进行优化。将土工格栅拉伸应力-应变关系按其应变量分段,开发了记录试验过程中土工格栅的应变并根据该应变与分段界限应变间大小关系来改变格栅的法向、切向黏结刚度的FISH程序。在保持土工格栅试样尺寸及各参数不变的条件下,分别开展不同格栅摩擦系数和不同网孔尺寸的数值拉拔试验。结果表明:按土工格栅应变量对其拉伸特性进行分阶段模拟的方法可使模拟结果更加准确;优化后的土工格栅拉拔试验模型计算结果与室内试验结果更加吻合;土工格栅的摩擦系数及网孔尺寸对加筋特性的影响明显,孔径比为5. 0左右时的加筋效果最佳。建议在选用加筋材料时应考虑土工格栅摩擦系数和网孔尺寸与填料粒径之间的匹配关系。     

Carrousel氧化沟的三维流场模拟与分析

利用CFD的Fluent软件，采用标准的三维K—ε紊流模型，对桂林市七里店污水处理厂1#氧化沟的流场进行了数值模拟，对导流墙和推进器附近的流速进行了计算分析。结果表明，氧化沟下层流速较低，局部区域流速低于0．2m／s。为了防止污泥沉降，应进一步降低推进器位置。能量损失分析表明，卡罗塞氧化沟能量损失主要来源于沿程摩擦损失和局部损失。可通过增加墙体光滑度、降低入口高度以及增加导流墙的曲率半径等措施减少能量损失，改善现有氧化沟的水力特征。     

Evaluating the cost of flood damage based on changes in extreme rainfall in Japan

We estimated the cost of flood damage using numerical simulations based on digital map data and the flood control economy investigation manual submitted by the Ministry of Land, Infrastructure, Transportation, and Tourism in Japan. The simulation was carried out using a flood model incorporating representative precipitation data for all of Japan. The economic predictions, which estimate flood damage caused by extreme rainfall for the return periods of 5, 10, 30 50, and 100 years, are as follows: (1) the cost of flood damage increases nearly linearly with increases in extreme precipitation; (2) assuming that flood protection is completed for a 50-year return period of extreme rainfall, the benefit of flood protection for a 100-year return period of rainfall is estimated to be 210 billion USD; (3) the average annual expected damage cost for flooding is predicted to be approximately 10 billion USD per year, based on the probability of precipitation for a return period of 100 years and assuming that flood control infrastructures will be completed within the 50-year return period and will be able to protect from flooding with a 50-year return period; (4) urban and rural areas are predicted to suffer high and low costs of damage, respectively. These findings will help to derive measures to enhance flood protection resulting from climate change.     

Comprehensive framework for underground pipeline management with reliability and cost factors using Monte Carlo simulation

A reliability model for underground pipeline management that can quantify the trade-off between risk reduction and increased maintenance costs in various underground piping management scenarios can be useful for many pipeline-maintenance decision-makers. In this paper, we propose a comprehensive framework for analyzing underground pipeline management options. Pipeline reliability is calculated using time-dependent and independent limit state functions with a probabilistic model and a deterministic model about the frequency of a failure occurrence event. The proposed framework includes the target reliability, consequences, and cost model, and has the advantage that it can be intuitively utilized for piping management decision-making. We conducted several case studies using a Monte Carlo simulation on pipelines in industrial complexes in Korea.     

连体宿舍楼火灾模拟与安全疏散研究

为提高复杂连体宿舍楼的火灾应急疏散效率，以某高层连体复杂宿舍楼为例，运用PyroSim对该复杂连体宿舍楼发生火灾时的烟气蔓延特性以及不同楼体之间的相互影响进行模拟，运用Pathfinder对该宿舍楼的人员疏散进行仿真模拟。火灾模拟结果表明:连体宿舍楼中，连廊对整栋楼的安全至关重要，建议加强对连廊的消防管理。疏散模拟结果表明:中间连廊保持正常通行可以有效提高疏散效率；连体复杂宿舍楼不适合男女混住，应该根据建筑物结构合理安排居住人员；增加2～3层连廊，并设置可移动式外挂楼梯，同时确保发生紧急事故时应急疏散指导人员正确快速地引导人员进行疏散，可以有效提高疏散效率。研究方法和结果可为复杂连体宿舍楼的消防措施、建筑设计以及宿舍楼应急管理提供参考和借鉴。     

煤层底板隐伏陷落柱突水预测及采前注浆加固评价

华北型煤矿开采受底板岩溶强含水层威胁，通过对淮南张集矿1613A工作面底板隐伏岩溶陷落柱突水危险性分析，采用FLAC3D方法模拟采动条件下岩溶陷落柱活化过程。模拟结果显示:陷落柱上方的煤层底板岩体发生塑性变形，导致陷落柱附近岩体失稳，陷落柱筒壁产生局部剪切破坏，剪切破坏位置易导致奥灰强含水层发生陷落柱突水。采前采用注浆方法改造岩溶陷落柱，对改造后的陷落柱进行数值模拟分析，其内部注浆岩体对陷落柱筒壁具有良好的支撑作用，抑制了筒壁位置剪切破坏的发生，使有效隔水层厚度增大，降低了陷落柱突水的危险性。     

水下连接器试压帽结构动态仿真及密封性分析

为解决水下连接器现有力学模型过于简化，预紧力加载不够合理，密封性能分析结果不够准确的问题，基于ABAQUS有限元模拟提出了新的动态接触分析方法，针对水下连接器试压帽双头螺柱结构，探究了安装和试压工况中该结构形式的密封特性及其与等效拧紧力矩的非线性关联。研究结果表明:在塑性失效设计准则范围内，2种工况下密封环的Mises值最大为399.4 MPa；安装工况下，随预紧力的增加，密封环上、下锥面最大接触应力先增大后略微减小；1 145 Nm螺栓拧紧力矩可完成安装工况，并能在试压工况中保证各部件不被弹开；试压工况下，随试验内压的增加，密封环上锥面最大应力缓慢增加，下锥面最大接触应力几乎不变，最终2值近似相等约为850 MPa，密封宽度合理。     

Complementarity of No‐Take Marine Reserves and Individual Transferable Catch Quotas for Managing the Line Fishery of the Great Barrier Reef

Abstract: Changes in the management of the fin fish fishery of the Great Barrier Reef motivated us to investigate the combined effects on economic returns and fish biomass of no‐take areas and regulated total allowable catch allocated in the form of individual transferable quotas (such quotas apportion the total allowable catch as fishing rights and permits the buying and selling of these rights among fishers). We built a spatially explicit biological and economic model of the fishery to analyze the trade‐offs between maintaining given levels of fish biomass and the net financial returns from fishing under different management regimes. Results of the scenarios we modeled suggested that a decrease in total allowable catch at high levels of harvest either increased net returns or lowered them only slightly, but increased biomass by up to 10% for a wide range of reserve sizes and an increase in the reserve area from none to 16% did not greatly change net returns at any catch level. Thus, catch shares and no‐take reserves can be complementary and when these methods are used jointly they promote lower total allowable catches when harvest is relatively high and encourage larger no‐take areas when they are small.