7.24局地暴雨的雷达回波及天气成因分析

分析了１９９７年７月２４日哈尔滨市暴雨的天气背景。利用雷达回波着重分析在中尺度系统影响下产生的强对流天气及降水时间和落区,解释了没有产生冰雹的原因。     

7.24局地暴雨的雷回波及天气成因分析

分析了１９９７年７月２４日哈尔滨市暴雨的天气背景。利用雷达回波着重分析在中尺度系统影响下产生的强对流天气及降水时间和落区,解释了没有产生冰雹的原因。     

浅议土地整理复垦开发项目中的政府行为——以湖南省为例

随着土地整理复垦开发各项改革制度的深入，在一定的历史条件下形成的单一部门行业管理行为越来越难适应土地整理复垦开发项目发展的需要。通过对土地整理复垦开发相关概念的界定，分析了单一部门行业管理形成产生的各种原因并指出其存在的各种弊端，并根据未来土地整理复垦开发行业发展的趋势，论证了在土地整理复垦开发项目管理过程中将单一的部门行业管理行为上升为政府行为的合理性。     

厦门西海域表层沉积物中多环芳烃含量分布及生态风险评价

2004年11月30日至12月1日连续两天采集厦门西海域10个站位表层沉积物样品,参照美国EPA标准方法及采用气相色谱与质谱联用(GC/MS)技术,对表层沉积物样品中的多环芳烃(PAHs)进行测定分析.结果表明,厦门西海域表层沉积物样品中16种PAHs的总含量为198.2-1061.6 ng·g-1,平均值为723.51 ng·g-1,能检出的PAHs均以2-4环的芳香物为主;10个站位中X1、X2、X3、X6及M2站位的PAHs主要来源于化石燃料的不完全燃烧,其他站位以石油泄漏为主要来源.对PAHs的生态风险评价结果表明,厦门西海域表层沉积物中PAHs的环境毒性相对较低,说明该海域表层沉积物中PAHs对生物的危害程度较轻.     

稀土元素Ce对雨生红球藻生长及虾青素积累影响的研究

采用反相高效液相色谱分析法（RP-HPLC）研究了稀土元素铈（Ce^3＋）对雨生红球藻（Haematococcus pluvialis）生长及虾青素积累的影响。结果表明，低质量浓度的Ce^3＋对微藻生长和虾青素积累均具有明显的促进作用，当Ce^3＋的质量浓度为0．1mgm时，对藻生长的促进效果最佳，细胞密度较对照组提高34％；当Ce^3＋的质量浓度为1mg/L时，虾青素质量分数可达到细胞干质量的3．2％，较对照组提高167％。此外，高质量浓度Ce^3＋的对雨生红球藻有抑制作用，当Ce^3＋的质量浓度高于40mgm时，红球藻的生长完全被抑制，虾青素质量分数也明显降低。     

不能以投影土地面积计算征地补偿

新增建设项目用地需要对土地所有者进行征地补偿。征地补偿费是根据土地利用类型、被征土地面积和单位土地面积补偿标准计算的。征地工作中,经常因土地面积问题引发土地补偿纠纷。信访工作中,经常有上访者质询土地面积的测算方法问题,上访者都要求按实际土地面积为标准计算征地补偿。笔者认为征地补偿土地面积的计算方法确实值得商榷。     

西南印度洋中脊表层沉积物非碳酸盐组分的粒度特征及其地质意义

The carbonate-free fraction of 20 surface sediments collected from the ultraslow-spreading Southwest Indian Ridge(SWIR) was studied by grain size analysis and mineralogical analysis with X-ray powder diffraction(XRD),stereo microscopy and scanning electron microscopy(SEM). The characteristics of the carbonate-free fraction of the sediments were obtained, and related influential factors were discussed. The results show that the mean grain size of this fraction is in 1.96Φ–8.19Φ, with poorly sorting and unimodal, bimodal or irregular bimodal distribution patterns. Four grain size end members of the fraction are derived with the End Member Model method. The finest end member EM1 shows a significant contribution of terrigenous materials of the aeolian input and sediment carried by the bottom current. End member EM2 with medium size mainly reflects sediment of a siliceous bioclast origin. EM3 and EM4 are interpreted as representing the coarser volcanic materials related to bedrock weathering or volcanic activities. Multi-provenance is the dominant factor controlling the grain size pattern of the carbonate-free fraction of the sediments in that area. In addition, sediment transport processes such as the bottom current and wind are the minor factors that influence the grain size distribution of the carbonate-free fraction sediments.     

吕宋海峡M2内潮的三维数值模拟

A three-dimensional isopycnic-coordinate internal tidal model is employed to investigate the generation,propagation, vertical structure and energy conversion of M2 internal tides in the Luzon Strait(LS) with mooring observations. Simulated results, especially the tidal current amplitudes, agree well with observations,demonstrating the reasonability and accuracy of the model. Results indicate that M2 internal tides mainly propagate into three directions horizontally, i.e., eastward towards the western Pacific Ocean, westward towards the Dongsha Island and southwestward towards the South China Sea Basin. In the horizontal direction, tidal current amplitudes decrease as distance increases away from the LS; in the vertical direction, they show an obvious decreasing tendency with depth. Between the double ridges of the LS, a clockwise gyre of M2 baroclinic energy flux appears, which is caused by reflections of M2 internal tides at supercritical topographies, and resonance of M2 internal tides happens along 19.5° and 21.5°N due to the heights and separation distance of the double ridges. The total energy conversion in the LS is about 14.20 GW.     

黄河口海底液化粉土特征研究

选取黄河口埕岛油田海域作为研究区,在先前调查研究工作的基础上对该区域海底液化粉土特征进行研究,从声学特征、物理力学参数特征、微结构特征以及动三轴试验分析这4个方面详细分析了液化粉土与未液化粉土的性质差异。研究表明,液化粉土的物理力学性质相对于未液化粉土有着明显的变化,液化粉土的标贯击数值较未液化粉土增加,在相同的振次条件下,液化粉土的抗液化剪应力比比未液化粉土大,土的抗液化强度增加,液化粉土较未液化粉土更难发生液化。     

Nonlinear Dynamic Behaviors of A Floating Structure in Focused Waves

Floating structures are commonly seen in coastal and offshore engineering. They are often subjected to extreme waves and, therefore, their nonlinear dynamic behaviors are of great concern. In this paper, an in-house CFD code is developed to investigate the accurate prediction of nonlinear dynamic behaviors of a two-dimensional (2-D) box-shaped floating structure in focused waves. Computations are performed by an enhanced Constrained Interpolation Profile (CIP)-based Cartesian grid model, in which a more accurate VOF (Volume of Fluid) method, the THINC/SW scheme (THINC: tangent of hyperbola for interface capturing; SW: Slope Weighting), is used for interface capturing. A focusing wave theory is used for the focused wave generation. The wave component of constant steepness is chosen. Comparisons between predictions and physical measurements show good agreement including body motions and free surface profiles. Although the overall agreement is good, some discrepancies are observed for impact pressure on the superstructure due to water on deck. The effect of grid resolution on the results is checked. With a fine grid, no obvious improvement is seen in the global body motions and impact pressures due to water on deck. It is concluded that highly nonlinear phenomena, such as distorted free surface, large-amplitude body motions, and violent impact flow, have been predicted successfully.