特高压交流输电模型的建立与经济性优选分析

交流1 000 k V和500 k V具有不同的适用输电容量与距离范围。针对电源点送出的不同情况,应合理选择电压等级,并匹配相应的线路回数、串补度、开关站等。以往多采用BPA仿真软件通过连续潮流算法得到,但该方法计算调整复杂且费时,需对多种送电需求情况进行分析时计算量尤为庞大。提出一种基于交流线路输电能力的算法,采用Matlab软件编程实现交流输电模型建模及经济性优选方法。该方法可以在考虑电网强度等因素情况下,采用热限制、电压降落限制、稳定限制等约束条件,得到交流线路输电能力曲线。在此基础上,建立超、特高压交流输电模型,结合单位容量年费用比较法进行经济性优选,最终得到满足电源点送电任意输电容量和输电距离需求下的经济性最优交流输电电压等级及其输电模型配置,对于我国输电线路的规划建设具有重要的参考意义和实用价值。     

平潭综合实验区10kV电网架设方式选择

合理选择10 k V电网架设方式,对确保平潭综合实验区可靠性供电具有重要的意义。本文借助全寿命周期成本分析方法,综合考虑了10 k V电网工程建设投资和运维费用,选择年费用最小且可靠供电的10 k V电网架设方式。     

Assessing the mitigation effect of deep tunnels on urban flooding: a case study in Guangzhou,China

ABSTRACT

There are growing demands of deep tunnels to mitigate the severe urban flooding by providing a large storage capacity for excess storm runoff. This study aims to assess the flooding mitigation effect of a deep tunnel system proposed in the old downtown of Guangzhou, China, and to quantify the flooding volume difference by two storm hyetographs, the Chicago curve and the Improved Huff curve. Results show that the flooding volume is significantly reduced by a minimum of 19% and a maximum of 42% under design storms of 10- and 0.5-year return periods, respectively, when the deep tunnel system is constructed. There is a distinct spatial pattern for the mitigation effect. The best mitigation is in the west and the immediate north of the main tunnel, whereas the east does not show significant mitigation. Moreover, the actual flooding risk is likely underestimated when the Chicago curve is employed to design the storms.     

Statistical evaluation on storm sewer design criteria under climate change in Seoul,South Korea

This study conducted statistical analysis under both stationary and non-stationary climate using rainfall data measured in Seoul, South Korea. The 50 year annual maximum rainfall data were analysed with generalised extreme value distribution and Gumbel distribution. Possible rainfall changes were predicted with nonstationary forms of the two distributions, considering time variable location parameters. The current storm sewer design criteria were assessed by reflecting climate change implications and expected lifetime performance. Expected return periods were reduced to 4.67, 8.66, 19.16 and 23.53 years for the current 10 min - 5, 10, 30 and 50 years. The newly suggested design criteria of 5, 10, 30 and 50 yr return period storm events were 5.3, 12, 48 and 107 years for the 10 min duration for a 50 year lifetime expectancy.     

变压精馏分离甲苯-乙醇体系的经济最优化设计

甲苯-乙醇体系的共沸组成与相对挥发度对压力比较敏感,可用变压精馏分离该体系。利用Aspen化工流程模拟软件,以年度总费用最小为目标函数,以NRTL为热力学计算模型,采用序贯迭代法确定普通、部分热集成和完全热集成的变压精馏最优工艺参数。结果表明完全热集成更具有优势。     

柴河水库"05.8"暴雨洪水及调度

本文对柴河水库“05.8”暴雨洪水及其调度方式的选择进行了分析。分析表明,“05.8”洪水防洪预报调度方式,依据的信息量多,即可提高防洪安全,又能增加可利用洪水资源。     

逻辑斯谛模型在预测油气田可采储量中的应用

逻辑斯谛模型是一个属于增长类型的模型,经过简单的推导得到了开发时间、原始储量、可采储量的采出程度,以及采出程度与开发时间之间的关系。矿场实例运用表明：该模型计算简单、预测精度较高,可作为油田制定中、长期开发规划的依据。     

年调节水库库容系数与调节系数的关系研究 ——以汤村水库为例

年调节水库库容系数与调节系数之间的关系与来水过程、用水过程以及设计保证率等多种因素有关。以汤村水库为例,对三处坝址进行长系列时历法水量平衡计算分析,分析发现：水库在年调节条件下,调节系数随着库容系数的增大而逐渐增大,但增大的速率逐渐减小;库容系数与调节系数呈幂函数关系,随着调节系数的增大而逐渐增大,且增大的速率逐渐增大;水库复蓄指数（多年平均）与库容系数呈幂函数关系,且随着库容系数的增大而逐渐减小;坝址、库容系数相同,供水时的调节系数大于灌溉时的调节系数。研究成果可供新建水库前期规划和已建水库供水能力复核等参考。     

基于低影响开发理念的雨水控制设计计算

文中介绍了某电影文化综合体项目采用的集中雨水控制利用技术:透水性地面铺装、屋顶绿化、下凹式绿地、微生态雨水处理回用一体机。通过合理划分汇水面积,结合项目实际情况,计算给出了在限定年径流总量控制率的条件下,合理采用多种手段联合,使项目符合《绿色建筑评价标准》(GB/T 50378—2014)中的场地生态设计要求,实现了海绵城市的控制目标,也为类似工程提供了参考思路。