婴幼儿颅脑结节性硬化病CT特点

目的:提高对婴幼儿结节性硬化病CT表现的认识。结果:本病CT有特征性表现,即双侧侧脑室周围多发高密度结节影和钙化斑。结论:CT能够准确诊断结节性硬化病,为该病的特异性诊断方法。     

A fast inversion method for ocean parameters based on dispersion curves with a single hydrophone

The dispersion characteristics of shallow water can be described by the dispersion curves, which contain substantial ocean parameter information. A fast ocean parameter inversion method based on dispersion curves with a single hydrophone is presented in this paper. The method is achieved through Bayesian theory. Several sets of dispersion curves extracted from measured data are used as the input function. The inversion is performed by matching a replica calculated with a dispersion formula. The bottom characteristics can be described by the bottom reflection phase shift parameter P. The propagation range and the depth can be inverted quickly when the seabed parameters are represented by on parameter P. The inversion results improve the inversion efficiency of the seabed parameters. Consequently, the inversion efficiency and accuracy are improved while the number of inversion parameters is decreased and the computational speed of replica is increased. The inversion results have lower error than the reference values, and the dispersion curves calculated with inversion parameters are also in good agreement with extracted curves from measured data; thus, the effectiveness of the inversion method is demonstrated.     

滇黔桂岩溶地区农业地域类型分区之研究

本文针对滇黔桂岩溶地区农业自然环境特征、农村社会经济条件及其岩溶对农业生产发展和农业生态环境建设影响等的显著地域差异和显著地域分异规律,根据分区指标选择原则,建立起以地貌类型、岩溶地貌景观类型、农民人均纯收入为内容的分区指标体系,把全区划分为三大类、九个农业地域类型区。对三大类型区作了简述。     

杨树岭井田的双重逆冲构造

杨树岭井田位于河北省平泉县东部,勘探过程中发现该井田构造是一个比较典型的双重逆冲构造。用此构造模式指导勘探,在面积不到1.4km~2的范围内探明煤炭地质储量4009万t,取得了较好的经济效益。 1 地质概况杨树岭井田位于燕山沉陷带平兴复向斜双尖子不完整向斜的东北翼,是双山尖子矿区北部井田之一。矿区周围出露地层有中上元古界长城系、蓟县系、青白口系,古生界寒武系、奥陶系、石炭系、二叠系,中生界三叠系、侏罗系和新生界第四系。石炭系本溪组和太原组是含煤地层。 2 双重逆冲构造特征 a.杨树岭双重逆冲构造由顶板逆冲断层（F₁）和底板逆冲断层（F₂）及一些次级叠瓦     

Optimal lake-marsh pattern determination in lake-marsh systems based on the eco-hydrological processes management

The major hydrological factors in lake-marsh systems are water level (depth), water surface area, and water volume. The key index for determining the lake-marsh pattern is water level, which leads to the variation of lake-marsh patterns under natural hydrological alternations. In addition, the vegetation structure also affects the lake-marsh pattern. With socioeconomic development and climate change, the ‘land use’ and ‘water use’ competitions appear more seriously between a lake-marsh system and its surrounding socioeconomic system, also inside the lake-marsh system. The possible optimal lake-marsh pattern could solve the contradictions mentioned above. As few studies focus on this issue, this study proposed an optimal lake-marsh pattern determination method with eco-hydrological management on relieving the land use and water use competitions. The optimal lake-marsh pattern determination method considers the protection objects (water depth demands), water supply (precipitation, surface water, and groundwater), and water demand (especially evapotranspiration) in the system at annual and monthly scales. Calculation and analysis were performed for the optimal pattern of the Wolonghu Wetlands as an example. The results mainly showed that the lake-marsh pattern of the Wolonghu Wetlands cannot be achieved on meeting both the maximum ecological services values and minimum water shortage amount under present natural condition. With artificial regulation measures, the possible optimal annual lake-marsh patterns can be obtained based on both ecological and hydrological objectives, with the area ratio of lake and marsh in the range of 0.650:0.350 and 0.726:0.274, the corresponding water level of lake body was of 86.85 to 87.0 m. This study could provide references for the Wolonghu Wetlands management, also for similar lake-marsh systems and other ecological systems.     

Photometric study of the algol-type eclipsing binary EU hydrae

In this paper, we give theBV photoelectric light curves of the Algol-type eclipsing binary EU Hydrae. We have analysed its period by means of the times of minima determined from this observation and the times of minima which other observers published. The period was found to gradually decrease with a change rate dP/dE = -3 _. ^d 29 × 10^–10. The obtained light curves have been solved using Wilson-Devinney's synthetic light-curve program. The results demonstrate that EU Hydrae is a detached system, the secondary component fills the Roche-lobe, its mass ratio is 0.205. EU Hya may evolve to be a semidetached system in which the secondary component fills the Roche-lobe.     

区域旅游开发的RMP分析——以河南省洛阳市为例

针对目前中国区域旅游开发所面临的旅游产品结构性过剩、产品开发由80年代的“低投入高产出”向“高投入高风险高产出”的特征变化,作者提出了区域旅游开发中应该从资源(Resource)、市场(Market)和产品(Product)三个方面进行程序式评价论证,即所谓的昂谱(RMP)分析模式,为区域旅游规划提供基本思路。这一模式在1999年进行的洛阳市旅游发展总体规划中得到了操作性应用     

三元体系Mg~(2 )/Cl~-,Borate—H_2O25℃相关系和溶液性质的研究

用等温溶解法测定了Mg2+／Cl-，Borate-H2O三元体系25℃时的溶解度．此三元体系等温溶解度图为简单共饱型，它的平衡固相分别为三方硼镁石（Mg2B12O20·15H2O）和MgCl2·6H2O，未产生新的复盐或固溶体。拟合了MgB6O10随MgCl2浓度变化的溶解度曲线方程，并且对平稳溶液的物化性质（密度、粘度、折光率、电导、pH值）进行了测定，用半经验公式描述了一些物化性质随浓度的变化规律，结果令人满意。     

Geo-engineered buffer capacity of two-layered absorbing system under the impact of rock avalanches based on Discrete Element Method

Many rock avalanches were triggered by the Wenchuan earthquake on May 12, 2008 in southwest China. Protection galleries covered with a single soil layer are usually used to protect against rockfall. Since one-layer protection galleries do not have sufficient buffer capacity, a two-layered absorbing system has been designed. This study aims to find whether an expanded poly-styrol (EPS) cushion, which is used in the soil-covered protection galleries for shock absorption, could be positioned under dynamic loadings. The dynamic impacts of the two-layered absorbing system under the conditions of rock avalanches are numerically simulated through a 2D discrete element method. By selecting reasonable parameters, a series of numerical experiments were conducted to find the best combination for the two-layered absorbing system. The values of the EPS layer area as a percentage of the total area were set as 0% (S₁), 22% (S₂), and 70% (S₃). 22% of the area of the EPS layer was found to be a reasonable value, and experiments were conducted to find the best position of the EPS layer in the two-layered absorbing system. The numerical results yield useful conclusions regarding the interaction between the impacting avalanches and the two-layered absorbing system. The soil layer can absorb the shock energy effectively and S₂ (0.4-m thick EPS cushion covered with soil layer) is the most efficient combination, which can reduce the impact force, compared with the other combinations.     

Effects of suspended culture of the seaweed <Emphasis Type="Italic">Laminaria japonica</Emphasis> aresch on the flow structure and sedimentation processes

The culture of suspended kelp, such as Laminaria japonica Aresch, has arisen in nearshore areas for approximately 30 years since the 1980 s. This long-term activity has significant impact on the regional hydrodynamic and sedimentary environments. In this study the impact was investigated, based on synchronized multi-station data from continuous observations made within and around the culture area. In total, three current velocity profiles were identified inside and on the landward side of the culture area. Based on the current velocity profiles we calculated the boundary layer parameters, the fluxes of erosion/deposition, and the rate of sediment transport in different times at each observation site. Comparison between culture and non-culture periods showed that the presence of suspended kelp caused the reduction in the average flow velocity by approximately 49.5%, the bottom friction velocity by 24.8%, the seabed roughness length by 62.7%, and the shear stress and the flux of resuspended sediment by approximately 50%. From analyses in combination with the corresponding vertical variation of the suspended sediment distribution, it is revealed that the lifted sediments by resuspension is mixed with the upper suspended material, which will modify the regional distribution of suspended sediment. These changes in flow structure and sediment movement will accelerate seabed siltation, which corresponds to the changes in seabed erosion/deposition. However, under the influences of the seasonal changes in kelp growth the magnitude of change with the seabed siltation was not obvious inside the culture area, but a fundamental change was apparent around the culture area.