独立排水流域雨水干管设计的计算方法

针对多个独立汇水流域的雨水干管传统的设计方法的弊端，提出通过计算机编程来求解，并给出一个简单、通用的源程序，用来解决此类问题。     

地磁感应电流对我国电网影响的初步分析

对于地磁感应电流（GIC）对电力系统的有害影响，国外进行过大量的研究，但国内研究不够广泛。随着我国西电东送、全国联网战略的逐步实施．将要形成大量东西走向的超高压、大容量、远距离输电线路。我国部分地区地理位置和地质结构与受到过GIC影响的一些国家相似，我国电网是否存在GIC影响问题需要进行研究。在给出电网GIC机理．特征的基础上．通过对磁暴影响实例和我国电网综合情况分析得出初步结论．指出研究我国电网GIC影响的必要性，并就相关问题提出建议。     

浅议堤防的维护与度汛抢险措施

介绍了堤防的过量沉降、裂缝的处理方法，在汛期防止堤防漫顶、防风浪及工程实践中防滑坡的处理措施。     

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.     

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。     

福州市竖向规划与城市综合管线系统

《福州市竖向规划》的编制目前在全国处于先进地位,它对城市的规划建设起着指导性的作用。规划中各地块和道路的标高的制定与城市的排水系统和其他综合管线系统均有着密不可分的关系。     

Sediment and discharge yields within a minimally disturbed,headwater watershed in North Central Pennsylvania,USA, with an emphasis on Superstorm Sandy

We estimated discharge and suspended sediment (SS) yield in a minimally disturbed watershed in North Central Pennsylvania, USA, and compared a typical storm (September storm, 4.80 cm) to a large storm (Superstorm Sandy, 7.47 cm rainfall). Depending on branch, Sandy contributed 9.7–19.9 times more discharge and 11.5–37.4 times more SS than the September storm. During the September storm, the upper two branches accounted for 60.6% of discharge and 88.8% of SS at Lower Branch; during Sandy these percentages dropped to 36.1% for discharge and 30.1% for SS. The branch with close proximity roads had over two‐three times per area SS yield than the branch without such roads. Hysteresis loops showed typical clockwise patterns for the September storm and more complicated patterns for Sandy, reflecting the multipeak event. Estimates of SS and hysteresis in minimally disturbed watersheds provide useful information that can be compared spatially and temporally to facilitate management.     

风暴潮、浪作用下中小型跨海桥梁破坏形式与数值模拟研究

强台风形成的巨浪、风暴潮对跨海桥梁的安全造成了严重威胁,为探讨台风风暴潮、浪共同作用下中小型跨海桥梁上部结构和下部结构的破坏机理及台风风暴潮期间不同水位下的波浪对下部结构的作用规律,开展了台风风暴潮、浪共同作用下中小型跨海桥梁破坏形式调研,发现风暴潮、浪作用下中小型跨海桥梁上部结构的破坏形式主要有梁体离位、梁体脱落和梁体断裂,主要原因为梁体被迫发生无约束运动;下部结构破坏主要表现为结构偏移、倒塌以及盖梁连接失效破坏,主要原因为水动力作用较强及上部结构撞击。通过CFD三维数值模拟研究了桥梁下部结构波浪荷载,给出了考虑风暴潮水位下波浪冲击桥墩的经验公式。根据调研及数值模拟,提出了设计及施工建议。