一种顾及各向异性的数字水深模型插值方法

提出了一种顾及各向异性的数字水深模型插值方法,通过局部水深信息解析海底地形的微地貌结构特征,构建了顾及距离和方向的水深插值模型。实验证明,所提方法较距离反比例平方加权法能更多地保留地形信息,同时具有更高的插值精度和插值稳定性。     

关于意愿调查价值评估法在我国环境领域应用的可行性探讨——以北京市居民支付意愿研究为例

从意愿调查价值评估法的优越性和局限性出发，以在北京市进行的关于市民为改善大气环境质量的支付意愿的调查研究为例，详细分析了调查方法和结果。通过对结果的评价，探讨了意愿调查价值评估法在我国进行环境物品价值评估实践中的可行性，得出了这一方法在我国具有推广前景的结论。最后对意愿调查价值评估法今后在我国实践中的应用提出了几点建议。     

盐肤木对岩溶干旱环境的适应性研究:叶片解剖结构的启示

通过石蜡切片和扫描电镜观察,研究了岩溶环境下生长的盐肤木叶片结构特征.结果表明,在水分胁迫下,叶片表现了一系列的旱生特征.表皮由一层排列致密的不规则细胞组成.上表皮覆盖一层较厚的角质层,下表皮表面有表皮毛丛生.气孔着生在下表皮,陷入表皮以下.叶肉内栅栏组织发达,海绵组织松散.栅栏组织与海绵组织比约为4:1.部分叶肉细胞中含有胶状结晶物质.叶脉中犀壁组织发达,木质部外纤维数量众多,在气腔周围有单宁结晶分布.这些特征表明,盐肤木采用以保护型为主的多种方式适应岩溶干旱环境.     

山东省地下水资源变化分析

地下水是山东省重要的水资源，对全省经济社会发展起到举足轻重的作用。20年来，由于水资源的外部环境发生了较大变化，导致地下水资源相应发生了很大变化；同时随着对地下水变化规律的进一步认识，评价方法的不断完善，也可在一定程度上表现出地下水资源的变化。通过对山东省第一、二次地下水资源评价中主要因素及评价成果的对比分析，对山东省地下水资源的变化进行了分析，为山东省地下水的合理开发利用提供依据。     

薄壁结构砼的裂缝与处理

分析了万年闸船闸砼工程结束后薄壁砼结构墙体出现大面积贯通性裂缝的发生原因,提出了修复裂缝的工艺方案,总结了预防此类裂缝发生的有效措施。     

Study of Water Motion at the Dissolved Oxygen Minimum Layer and Local Oxygen Consumption Rate from the Lagrangian Viewpoint

By using the Euler-Lagrangian method, we examine water movements within the layer of minimum oxygen concentration and estimate local oxygen consumption rates for 15 regions of the global ocean. To do this, a number of labeled particles (which represent water parcels) are deployed at the center of a grid with 15 depth levels and tracked backward in time for 50 years in a three-dimensional velocity field. We assume that a particle picks up oxygen when it encounters the point of maximum oxygen concentration along the 50 years segment of its path. We introduce a contribution rate from waters distributed throughout the global ocean to the oxygen concentration of a local layer under consideration. Water parcels which are assumed to pick up oxygen within the oxygen minimum layer of an oceanic region under consideration make a very small contribution to the overall oxygen concentration of this layer. In addition, these parcels move out of the layer and water parcels from the upper layers take their place. The averaged Lagrangian local oxygen consumption rate is 0.033 ml/l/yr for the depth of the oxygen minimum layer, 0.20 ml/l/yr at 100 m depth (euphotic layer), 0.043 ml/l/yr for layers from 150 m to 800 m depth and 0.012 ml/l/yr for deep layers from 800 m to 3000 m. The present Lagrangian numerical experiment produces a maximum difference between observed and calculated concentrations of oxygen and, therefore, a maximum oxygen consumption rate. Although the present method has an ambiguity as to how oxygen is picked up, we nevertheless were able to identify regions in which the water parcels pick up oxygen of maximum concentration. We found that the South Equatorial Current (SEC) transports oxygen of higher concentration to the middle latitude regions of both the North Atlantic and the North Pacific across the equator.     

Comparative ecophysiology of active zoobenthic filter feeding, essence of current knowledge

The present contribution gives an overview of current knowledge of a comprehensive and steadily growing research field. The first section deals with water pumping and particle retention mechanisms in ciliary and muscular filter feeders. The second section examines the biological filter pumps in order to assess adaptation to the environment. Filter-feeding benthic invertebrates have evolved filter pumps to solve common basic problems. This has led to a large degree of similarity between otherwise distant standing species, which makes comparative studies interesting and important. The present review of zoobenthic filter feeding aims at accentuating such recognition.     

淤泥质潮流深槽最大冲刷深度的一个概念模型

以概念模式方法计算了淤泥质潮流深槽的最大深度,探讨了涨落潮流速、涨落潮历时、深槽淤泥质物质粒径、深槽顶底部原始深度、水道长度等因素对潮流深槽最大深度的影响。概念模式的假设条件是:(1)深槽形态为长方体,底部纵向坡度为0;(2)沉积物粒径无垂向变化;(3)只考虑潮流作用的影响,涨、落潮流速在时间序列上呈正弦分布;(4)不考虑细颗粒物质的粘性和絮凝作用。模拟结果显示:(1)涨、落潮历时对深槽最大深度的影响很小。(2)优势潮流流速与最大深槽深度之间存在着幂函数关系。(3)深槽的底质粒径、深槽的长度均与最大冲刷深度呈正相关关系。(4)深槽顶部水深与最大深度呈负相关关系。(5)由于潮汐水道深度与潮流流速和沉积物侵蚀强度之间具有负反馈关系,因此水道冲刷存在着一个极限,即最终可以达到均衡状态。潮流深槽的均衡态特征和达到均衡态所需的时间可运用沉积动力学方法来确定;同时,若应用深槽的真实参数,进一步减少模型的假设条件,可望使该模型具有实际的应用价值。     

Estimation of Land Subsidence Based on Groundwater Flow Model

This article presents an approach for estimating land subsidence due to withdrawal of groundwater. The proposed method calculates the groundwater seepage in 3-D-condition and calculates the land subsidence one-dimensionally. The governing equation on groundwater seepage is based on the three-dimensional mass conservation law and the principle of effective stress. The land subsidence calculation method is derived based on the following assumptions: (1) displacements occur only in the vertical direction, and (2) in vertical direction the total stresses do not change. The governing equation is solved by numerical method, i.e., finite element method (FEM) in spatial discretization and finite difference method (FDM) in time series discretization. In FEM Galerkin method is adopted and in FDM, lumped matrix method is employed. The proposed method is calibrated via analyzing 1-D consolidation problem and the results are compared with those from Terzaghi's one-dimensional consolidation theory and oedometer test. The proposed method is employed to analyze the consolidation of a soft layer due to withdrawal of groundwater from an aquifer under it. Moreover, this method is also applied to a field case of land subsidence due to groundwater pumping in a gas production field in Japan. The analytical results are compared with the field observed data. The results show that this approach simulates the field case well.     

关于修改港工钢筋混凝土规范小偏心受压构件正截面强度计算的建议

本文提出在小偏心受压构件正截面强度计算中，取消弯曲抗压强度ｆｃｍ（Ｒｗ），采用轴心抗压强度ｆｃ，这与构件的实际破坏形态相符。对小偏心受压构件正截面强度计算提出了设计建议。特别是对工程上大量应用的矩形截面对称配筋小偏压构件提示了简捷的设计方法，与以往的近似计算方法相比具有物理概念明确，精度高，方法简捷的特点。