福建武夷山国家级自然保护区生态补偿机制研究

建立有效的生态补偿机制是自然保护区取得资源环境保护和社区社会经济发展的关键。利用文献调研法、问卷调查法、访谈法、利益相关者分析法、机会成本法和意愿调查法等,分析福建武夷山国家级自然保护区生态保护对社区的影响,从补偿主体、客体、标准、方式和途径等方面探讨福建武夷山国家级自然保护区生态补偿机制。研究结果表明,福建武夷山国家级自然保护区大部分社区居民对保护区的建立持赞同态度,这种态度受被调查者的教育程度、年龄和性别的影响;自然保护区的建立限制了社区社会经济的发展,使大多数社区居民收入减少,而社区居民没有得到相应的补偿;社区居民面临着资金不足、补偿措施不到位和缺乏致富技术等问题;确定了基于利益相关者分析和意愿调查的福建武夷山国家级自然保护区生态补偿的主体和客体;依据发展权限制的损失(包括退耕还林的机会成本、野生动物破坏造成的损失)、社区居民受偿意愿和受益者的支付意愿,制定了生态补偿的标准,明确了生态补偿的方式和途径。     

Ocean–wave coupled modeling in COAMPS-TC: A study of Hurricane Ivan (2004)

Tropical cyclone ocean–wave model interactions are examined using an ESMF – (Earth System Modeling Framework) based tropical cyclone (TC) version of the Coupled Ocean/Atmosphere Mesoscale Prediction System (COAMPS®¹). This study investigates Hurricane Ivan, which traversed the Gulf of Mexico (GOM) in September 2004. Several oceanic and wave observational data sets, including Acoustic Doppler Current Profilers (ADCPs), National Oceanic and Atmospheric Administration (NOAA) buoys, satellite altimeter data, and Scanning Radar Altimeter (SRA) data, allow for a unique analysis of the coupled atmosphere, ocean (Navy Coastal Ocean Model, NCOM), and wave (Simulating WAves Nearshore, SWAN) models in COAMPS-TC. To determine the feasibility of coupling NCOM to SWAN in high-wind conditions during Hurricane Ivan, near-surface currents in NCOM were first compared to near-surface ADCP observations. Recent modifications to SWAN, including new wind-to-wave energy input and wave-breaking energy dissipation source functions, as well as a new ocean surface drag coefficient formulation appropriate for high-wind conditions, significantly improved the forecast wave field properties, such as significant wave height (SWH), in TC conditions. Further results show that the ocean-to-wave model coupling, which allows for the strong, hurricane-induced, surface currents in NCOM to interact with SWAN, provided additional improvements to the forecast SWH field. Additionally, wave-to-ocean model coupling, which included the input of the Stokes Drift Current (SDC) calculated from the SWAN wave spectra to NCOM, is examined. The models indicate that the SDC was on the order of 10–25% of the near-surface Eulerian current during Ivan. Recent studies of the importance of the SDC and the resulting Langmuir turbulence on vertical ocean mixing in TCs is also discussed.     

冷却剂参数对铣槽喷管低周疲劳寿命的影响

采用有限体积流固耦合计算方法、非线性有限元热结构耦合分析方法和局部应变法研究大面积比铣槽喷管三维再生冷却槽道在循环工作条件下的热结构变形与低周疲劳寿命,并对比分析了冷却剂质量流量与入口温度对铣槽喷管疲劳使用寿命的影响。计算结果表明,铣槽喷管热结构响应呈现复杂的三维效应,应变较大位置主要分布在与肋连接的内衬区域,喷管中部的残余应变量最大;冷却槽道低周疲劳寿命分布和热结构响应基本一致,最小寿命位于喷管中部与肋相连的内衬区域燃气侧;随冷却剂质量流量增加,铣槽喷管低周疲劳寿命不断提高;随冷却剂入口温度增加喷管尾部低周疲劳寿命值不断降低,而喷管中前部的低周疲劳寿命值却不断提高,当冷却剂入口温度为280K左右时,本文的铣槽喷管总体使用寿命达到最大。      

The geographic distribution of Echiura from southern Africa

The echiuran fauna of southern Africa currently comprises two families, four genera and 16 species of which one has recently been described as new to science and four are new records for the region. The taxonomic characters distinguishing the genera are given. The zoogeographic distribution of the southern African species is outlined and discussed. Knowledge of the echiuran fauna is too scanty to throw any light on the division of the coastline into faunistic provinces.     

高压引水隧洞衬砌的透水设计研究

国内大都采用荷载结构法及限裂设计的方法对水工高压隧洞的衬砌进行不透水设计。而实践证明,不透水设计并不适合于高压引水隧洞,它将导致过高的配筋量。目前,国内水工高压隧洞结构透水设计尚无适用的规范可循,因此,有必要寻求一种合理、安全的透水设计方法。针对水工高压隧洞,基于体力理论,提出一种对衬砌结构进行透水设计的有限元计算方法,并将其应用于某水电站工程。该方法可模拟隧洞的施工过程和运营检修工况,考虑渗流场和应力场的直接耦合作用,根据内力值计算衬砌裂缝的开展宽度以及相应的配筋量等。通过对比分析,说明在衬砌透水设计中隧洞满水状态为对其进行配筋的控制工况,且结果更符合工程实际,并能大大节省配筋量。     

大陆板内盆山耦合及盆山成因——以青藏高原及周边盆地为例

摘要：大陆造山带与沉积盆地之间具有十分密切的内在联系,空间上相互依存,物质上相互补偿,构造上相互作用,时间上同步演化。这些内在联系体现在统一的形成机制上:大陆造山带和沉积盆地是在大陆边缘俯冲板片脱水熔融和大陆内部地幔柱(枝)上隆的热动力作用下,地壳由盆向山侧向流动,导致盆山地壳物质发生循环运动。青藏高原与周边盆地的耦合作用十分典型。青藏高原不是印度板块与欧亚板块碰撞的结果,而是形成于下地壳流动驱动的板内盆山作用。青藏高原板内盆山耦合可分为两个阶段:(1)板内造山成盆阶段,表现为180～120 Ma→65～30 Ma→23～7 Ma从青藏高原北部和东部盆山系统→青藏高原中部盆山系统→青藏高原南部盆山系统有序迁移,以构造隆升、水平运动、地质作用和大规模板内金属成矿为特征;(2)均衡成山成盆阶段,表现为从36 Ma开始,青藏高原整体快速隆升和周边沉积盆地边缘坳陷带巨厚的磨拉石沉积,以36 Ma B.P.、25 Ma B.P.、18~12 Ma B.P.、 08 Ma B.P.和015 Ma B.P.等一系列脉动式快速隆升、垂直运动、地理作用和水系 环境变化为特征。大陆板内盆山构造演化经历从伸展构造向挤压构造的转换,伴随盆地主动作用转变成造山带主动作用。大陆下地壳流动和盆山耦合形成非安德森式的低角度拆离断层、波状起伏逆冲断层和异常共轭关系走滑断层。     

汶川地震内外动力耦合及灾害实例

内动力和外动力地质作用是地质灾害形成过程中不可缺少的两种作用, 但是, 以往的地质灾害研究偏重于外动力作用, 对于外动力与内动力耦合作用的形式, 由于缺少直观的实例, 只能根据经验感觉进行判断和定性的研究。四川汶川M_S8.0级地震在给人们带来灾难和损失的同时, 也给人们认识内外动力耦合作用形式提供了机会。本文在龙门山地区地震地质和地质灾害调查的基础上, 总结了山区地震地质灾害形成过程中内外动力耦合作用的主要表现形式, 主要包括活动断裂和风化作用的耦合、岩土体结构与变形破坏形式的耦合、地震力与地形地貌的耦合以及地震力与地下水的耦合等。采用实例剖析了地震滑坡形成过程中各种地质作用及其产物之间的相互联系, 对于认识地震地质灾害形成机理和发育规律具有一定的指导意义。      

Temporal and spatial behaviour of rip channels in a multiple‐barred coastal system

A 15‐month data set of daily time‐averaged video images (Argus) has been analyzed to describe the spatial and temporal variability of the rip channels on a multiple‐barred coast at Noordwijk aan Zee, The Netherlands. The landward boundary of the intertidal bars and a proxy of the subtidal bar crest, defined as the intertidal and subtidal bar lines respectively, were derived from the Argus images. Local seaward‐directed deviations of the bar lines represent the cross‐shore and alongshore locations of the rip channels. The average intertidal rip spacing ( ) was 243 m, but the rips were not spaced regularly (σ_λ/ = 0.47). Some intertidal rips were observed to fill up during falling tide, but the majority remained open. The filled intertidal rip channels had more landward positions and migrated more slowly (2.4 versus 4.6 m/day) in the alongshore direction than the open intertidal rip channels. The number and the alongshore migration rate of open intertidal rip channels increased with the preceding wave heights (r = 0.26, p < 0.01) and alongshore component of the offshore wave power (r = 0.25, p < 0.01), respectively. The shape of the intertidal bar lines was similar to the subtidal bar line shape, suggesting that the intertidal morphology is coupled to the subtidal alongshore variability. The phase of two bar lines could vary from in phase (0°) to out of phase (180°). The phase changes gradually, due to different alongshore migration rates of the intertidal and subtidal bar lines. Copyright © 2009 John Wiley & Sons, Ltd.     

基于脆性理论的灾害作用下生命线系统耦联分析

一个城市或地区的承灾能力主要看其基础设施的承灾能力,其中最重要的一个部分就是生命线系统的承灾能力。在分析评价生命线系统承灾能力时,不仅要考察复杂性、均衡性和可靠性这些网络特征,还要考虑各子系统间的关联性。这种关联对生命线系统整体的承灾能力有削弱作用。根据复杂系统脆性理论的思想和脆性联系熵的方法,提出了用系统综合脆性联系熵来反映和评价生命线系统整体的关联特性,并通过判断各子系统间的相互影响关系,量化了生命线系统整体的易损性。经耦联关系分析和计算,灾害破坏下,从生命线系统相互作用来看,电力系统受其他子系统的影响最大;而由于供水系统的关键性和其影响方式的不确定性,灾后首先要恢复的是供水系统的工作或供给。证明了该方法为优化系统组织管理、控制灾后的修复工作和协调子系统间的关系提供了依据。     

曲线桥抗震传递矩阵法

本文考虑曲线梁桥在竖直方向的弯扭耦合以及水平方向的弯曲、轴向变形,导出了曲线梁单元竖直方向和水平方向的传递矩阵.给出了用传递矩阵法计算曲线梁桥竖直方向和水平方向的振动频率、振型、地震内力和变形的计算公式和步骤,并运用传递矩阵法对单跨简支桥进行了地震反应分析.算例表明,本文方法简单、具有较高精度和效率,可用于曲线梁桥抗震设计.