过度捕捞造成全球海洋渔业的产量损失评估

Many fish stocks in the world are depleted as a result of overexploitation, which reduces stock productivity and results in loss of potential yields. In this study we analyzed the catch trends and approximate thresholds of sustainable fishing for fished stocks to estimate the potential loss of catch and revenue of global fisheries as a result of overexploitation during the period of 1950–2010 in 14 FAO fishing areas. About 35% of stocks in the global marine ocean have or had suffered from overexploitation at present. The global catch losses amounted to 332.8 million tonnes over 1950–2010, resulting in a direct economic loss of US$298.9 billion(constant 2005 US$).Unsustainable fishing caused substantial potential losses worldwide, especially in the northern hemisphere.Estimated potential losses due to overfishing for different groups of resources showed that the low-value but abundant small-medium pelagics made the largest contribution to the global catch loss, with a weight of 265.0 million tonnes. The geographic expansion of overfishing not only showed serial depletion of world's fishery resources, but also reflected how recent trends towards sustainability can stabilize or reverse catch losses.Reduction of global fishing capacity and changes in fishery management systems are necessary if the long-term sustainability of marine fisheries in the world is to be achieved.     

基于生态价值损失的开发用海生态补偿标准的演变与实施分析——以山东省为例

海洋生态损失补偿指用海者履行海洋生态环境资源有偿使用责任,对因开发利用海洋造成的海洋生物资源价值和生态系统服务价值损失进行的资金补偿。文章介绍了海洋生态补偿制度的建立过程,梳理了山东省海洋生态补偿新旧标准的演变过程,对山东省海洋生态补偿标准的实施进行了探讨,并分析了山东省海洋生态补偿资金征收的经济效率。结果表明,按照旧标准,只考虑对海洋生物资源损失的补偿,每公顷用海所缴纳的生态补偿资金为8.143 3万元;按照新标准,考虑对经济生物资源和生态系统服务损失的补偿,每公顷用海应缴纳的生态补偿资金为12.043 9万元,比旧标准提高了48%。补偿标准提高,虽然增加了企业的用海成本,但还只是补偿了企业用海所造成生态损失的1/4左右,还有3/4的生态损失没有要求企业补偿,需要国家财政增加生态修复投入。山东用海生态损失补偿政策的实施,很好地发挥了环境经济政策的效果;企业主动缩减围填海等用海面积,采用环境友好的用海方式,既节约了企业用海成本,又减轻了对海洋生态环境的损耗。在全国推广山东的开发用海生态补偿制度和标准,可以有效地引导企业理性用海、集约高效用海,助力海洋产业绿色转型,体现生态文明入宪的重大意义。     

Single electron loss in the collisions of C3 + and atomic hydrogen

This paper studies the projectile electron loss cross sections of C^{3 +} colliding with atomic hydrogen in the frame work of extended over-barrier model at intermediate velocities (25 keV/u--600 keV/u). The electron loss is calculated in terms of the interaction between the screened target nucleus and the active projectile electron and of the interaction between projectile electron and target electron. Compared with the convergent close-coupling calculations, screening and anti-screening calculations, this model satisfactorily reproduces the experimentally obtained energy dependence of the electron-impact ionisation cross sections and the single electron loss cross sections over the energy range investigated here.     

简易房屋的地震灾害经济损失评估

国家标准《地震现场工作第4部分:灾害直接损失评估》(GB/T18208.4-2005)对现行地震现场灾害损失评估的规定进行了适当调整。云南地区震灾多、损失重,因此,选择以云南为例,有针对性地讨论了调整内容。结合云南的具体情况阐述了简易房屋的概念及其破坏等级的划分;介绍了简易房屋地震灾害损失评估的方法、原理,着重介绍了破坏比、损失比、房屋重置单价和建筑面积等计算参数的获取方法;按国家标准对2005年8月5日会泽5.3级地震中简易房屋的经济损失进行了模拟评估,并分析讨论了引起经济损失值差异的原因。     

云南省乡镇农村地震灾害直接经济损失研究

根据1993-2003年30余次云南省地震的损失评估调查资料,建立了云南省农村乡镇各烈度区房屋建筑物损失与受灾人口的定量关系,初步建立了各烈度区水利设施损失、生命线工程损失与房屋建筑物损失的关系。以云南地区2004年-2005年4次地震为实例,用以上计算方法估算了4次地震的直接经济损失,并与地震现场评估的结果作比较,结果表明,该计算模型实用性强,对一般性地震的模拟误差平均值在30％左右。     

新型黏弹性阻尼器足尺性能试验研究

黏弹性阻尼器是一种典型的被动控制装置,它可以通过黏弹性材料的剪切滞回耗能起到提高结构阻尼和减小结构地震或风振响应的作用.自主研发了损失系数不小于0.5的黏弹性材料,并基于此材料研发了新型国产黏弹性阻尼器.通过对黏弹性阻尼器足尺试件进行不同应变幅值、加载频率工况下的基本力学性能试验、以及低周疲劳性能试验,研究了不同工况下...     

潜水延迟给水理论模型探讨

基于对失饱和带毛管与潜水流间交互作用的分析，提出了以“失水带迟后反应”模式计算延迟给水下的定降深流动①的成因方法。它能自然地解释水位、水头的Ｗａｌｔｏｎ三阶段演变规律，且拟合实测资料，具较强实用性。现行的纽曼代表性模型未能考虑延迟给水作用，因而其水位计算结果与实测线型相反．博尔顿法是经验性的，未予揭示该现象成因。本法基本上解决了上述问题。文后图示了各参变量对水头时空分布的影响。验算表明，将本法用于潜水出流试验推求含水层参数，可获更佳结果。     

Prediction of tension crack location and riverbank erosion hazards along destabilized channels

Riverbank erosion, associated sedimentation and land loss hazards are a land management problem of global significance and many attempts to predict the onset of riverbank instability have been made. Recently, Osman and Thorne (1988) have presented a Culmann-type analysis of the stability of steep, cohesive riverbanks; this has the potential to be a considerable improvement over previous bank stability theories, which do not account for bank geometry changes due to toe scour and lateral erosion. However, in this paper it is shown that the existing Osman-Thorne model does not properly incorporate the influence of tension cracking on bank stability since the location of the tension crack on the floodplain is indirectly determined via calculation or arbitrary specification of the tension crack depth. Furthermore, accurate determination of tension crack location is essential to the calculation of the geometry of riverbank failure blocks and hence prediction of land loss and bank sediment yield associated with riverbank instability and channel widening. In this paper, a rational, physically based method to predict the location of tension cracks on the floodplain behind the eroding bank face is presented and tested. A case study is used to illustrate the computational procedure required to apply the model. Improved estimates of failure block geometry using the new method may potentially be applied to improve predictions of bank retreat and floodplain land loss along river channels destabilized as a result of environmental change.     

Rill erosion along the thalweg of a hillslope hollow: A case study from the cotswold hills,Central England

Rill erosion is an important erosional form on agricultural soils in England, causing large losses of soil, particularly on cultivated slopes. This paper describes a rill system that developed in a small agricultural catchment in north Oxfordshire during the winter of 1992–93. The rill system comprised two components: a system of ‘feeder rills’ along the valley-side slopes, which were the result of flow concentration and erosion along wheelings, and a thalweg rill, which formed along a dry valley bottom as a result of surface runoff concentration from the feeder rills. Total volumetric soil loss from the rill system was 32·28 m³, equivalent to 3·01 m³, ha^?1 for the rill catchment area, or 3·91 t ha^?1. Mean discharge for the thalweg rill and feeder rills, calculated during a storm event, was 31·101s^?1 and 1·171s^?1, respectively. All flows were fully turbulent and supercritical. We emphasize the need for a spatially distributed approach to the study of runoff and erosion at the catchment scale.