船舶废气排放扩散模拟计算方法研究

基于船舶AIS数据的船舶废气排放评估计算模型,以高斯烟团扩散模型为核心,结合船舶航行和排放特征,构建移动船舶源排放烟团扩散模型。利用控制变量法,在其他变量参数相同条件下,分别设定不同风向、不同大气稳定度、不同高程平面,仿真模拟航行状态下的船舶排放烟团扩散至空间环境中的质量浓度分布情况,分析船舶在不同环境参数下的扩散特征。结果表明,仿真模拟结果与实际气体空间质量浓度分布情况相符。通过在深圳市盐田港区布设船舶废气排放岸基固定嗅探监测设备,对港区进、离港和过往船舶进行大气污染物排放组分(SO2、CO2、NO、NO2)全天在线实时监测,以SO2作为试验样本气体,船舶排放的SO2排放至监测站的模拟质量浓度与实际监测质量浓度标准误差为19.81%,在合理的误差范围内,验证了船舶废气排放扩散模拟计算方法的科学有效性。     

斜坡地形CO2扩散规律相似试验研究

基于相似性原理,在不同坡度(0°、20°、30°、45°)及不同地面粗糙度(木质地面、土质地面)条件下进行了小尺寸的CO2泄漏试验,研究坡度和地面粗糙度对CO2泄漏扩散的影响,为全尺寸现场CO2泄漏试验提供参考。结果表明:坡度的存在对CO2扩散产生了较为明显的影响,坡度越大,斜坡上体积分数梯度越大,坡度小于20°时,对CO2扩散影响几乎无影响,坡度大于30°时,影响开始凸显;与无坡度的平面扩散相比,斜坡下方出现明显的CO2聚集区域,坡度越大,聚集现象越明显,体积分数分布越平均;地面粗糙度的增加使整体CO2体积分数有明显的上升,泄漏口附近(0.25 m)体积分数上升最为明显,整个泄漏场浓度分布更加平均,浓度梯度更小;此外,地面粗糙度的增加一定程度上抑制了泄漏过程的卷吸效应。     

WATER-SURFACE PROFILES WITHOUT ENERGY LOSS COEFFICIENTS1

ABSTRACT: This paper describes a new method of computing water-surface profiles, which does not require the assumption of hydrostatic pressure or of roughness coefficients. The method is based upon distributing entropy production values along a channel as uniformly as boundary conditions permit. The method requires a discharge capacity rating at a channel cross-section within the limits of the reach of the channel. A new theoretical relationship between the kinetic and momentum coefficients for the velocity profile is used, together with a dynamic programming technique for optimal distribution of energy losses along the channel. A computer model was developed and was used to verify the methodology for flood flow and channel data at four locations.     

我国自然保护区有效管理现状及其分析

本文在对我国１０多个省（自治区）２ｏ多个自然保护区的实际调查和全国资料的统计分析基础上，从我国自然保护区的管理体制、管理机构建设、资源的保护与适度开发利用、科学研究与宣传教育等方面，全面分析了我国自然保护区有效管理的现状，总结了取得的成绩和存在的问题，并针对存在的主要问题，提出了相应的对策与建议。     

OPTIMUM STORAGE VOLUME OF ROOFTOP RAIN WATER HARVESTING SYSTEMS FOR DOMESTIC USE1

ABSTRACT: Major parameters and optimum storage volumes of rooftop rain water harvesting systems (RRWHSs) have not been investigated in detail in Taiwan. Accordingly, the four major parameters of RRWHSs were herein identified and elucidated using a simulation method. Because the performance of the RRWHSs is sensitive to the runoff coefficient, a field experiment was conducted to determine the runoff coefficient more precisely for various types of roofs. A simulation model including production theory was developed and employed to estimate the most cost effective combination of the roof area and the storage capacity that best supplies a specific volume of water. Consequently, the expansion path of optimum solutions for different volumetric reliability of water supply can be determined. Additionally, the method based on the marginal rate of substitution can be used for determining the rational volumetric reliability. The procedures developed herein constitute an effective tool for preliminarily estimating the most satisfactory storage capacity of any specific roof area and for determining the rational reliability of a corresponding water supply.     

基于灰色模糊理论的流域水电规划环境影响综合评价

结合模糊优选理论和灰色关联分析方法，提出灰色模糊综合评价法，该方法将灰色关联分析作为优属度确定的隶属度计算方法；提出理想环境序列建立遵循的原则，引入梯形模糊数实现定性指标量化并采用变异系数法确定评价指标权重。应用灰色模糊综合评价法对黄河流域河段水电规划的高坝方案和多级开发方案进行了比选研究，计算了两个方案的优属度及其开发性因子、稳定性因子、保护性因子、经济活力因子、社会可接受因子、环境风险因子等6个指标层优属度，结果表明，多级开发方案总体优于高坝方案；多级开发方案的保护性远好于高坝开发方案，而高坝方案的开发性略好于多级开发方案，稳定性、经济活力、社会可接受、环境风险等因子两种方案比较接近。评价结果与流域实际情况比较符合，证明该方法是一种有效的方法。     

江苏省沿江开发区空间分工、制造业集聚与转移

基于新经济地理学相关理论，针对江苏省沿江开发战略实施以后，制造业空间可能存在的变动，在整理和分析调查问卷资料的基础上，选择专业化指数和基尼系数2种方法来定量分析江苏省21个沿江省级以上开发区空间分工、制造业集聚和转移态势。结果表明：（1）2002~2006年江南沿江开发区通过向江北沿江开发区转移部分传统产业，逐渐形成了江南沿江技术/资本密集型制造业“中心”和江北沿江劳动密集型制造业“外围”的空间分工格局；（2）江南沿江开发区内部、江北沿江开发区内部尚未形成良好的分工关系；（3）受开发区发展阶段、区域产业政策、本地化资源供给和市场需求等因素影响，并未发现理论预期的普遍存在的产业集聚现象，仅纺织服装、石化、电力、塑料橡胶等产业呈现集中趋势.     

On Differentiation of Water Bodies with Respect to 90Sr Accumulation by Fish

Russian Journal of Ecology -     

A COMPARISON OF TRANSFORMATION METHODS FOR FLOOD FREQUENCY ANALYSIS1

ABSTRACT: The SMEMAX transformation, its modified versions and power transformation were applied to 55 long-term records of annual maximum flood flows tested previously for independence, homogeneity and completeness. Even though SMEMAX transformation reduced the coefficient of skewness to near zero for flood data, their distribution was not a true normal distribution. In almost all cases, the coefficient of kurtosis was quite different from 3.0 of the normal distribution. Empirical criteria showed that SMEMAX transformation performed well only for 40 (70 percent) of the 55 stations tested. Its performance level dropped, especially for stations which had both the coefficient of skewness and kurtosis greater than 3.0 and 10.0, respectively. Power transformation was generally better in transforming the flood data to a normal distribution. It performed well for 50 (90 percent) of the 55 stations tested. The coefficient of skewness in case of the data transformed by power transformation was much closer to the zero value than in the case of SMEMAX transformed series. The SMEMAX transformation and its two modified versions yielded identical results when flood frequency analysis was performed. Computationally, all three methods were equally simple and easy to apply for flood frequency analysis. In some cases, the coefficient of kurtosis for the transformed distributions obtained both by SMEMAX and power transformations deviated farther from that for the normal distribution than for the parent distribution.