燃气轮机发电机组并联优化设计

本文分析了某船的燃气轮机发电机组的调压和调频调载原理,以及在双机并联运行时的无功分配和有功分配原理,针对两舷电站的发电机组不能长时间并联运行的局限性,提出发电机并联优化设计方案：通过增加一套均压/均功连接控制器以及修改少量接线,而无需修改原系统的软件,使任意并联发电机组之间均可进行有效的无功功率和有功功率平均分配,从而能够长时间并联运行,提高供电生命力。     

燃气轮机的大型集装箱船LNG燃料舱布置

为了满足环保新法规要求，很多船东首选LNG作为船用燃料。本文基于燃气轮机推进的大型集装箱船的布置特点及IGF规则的要求，对LNG燃料舱布置的位置和LNG燃料舱适用的形式进行了论证，获得了满足大型集装箱船性能需求和IGF规则要求的LNG燃料舱设计方案。     

H型钢接触网支柱在风荷载作用下的疲劳性能分析

H型钢接触网支柱在高速铁路中得到广泛使用,直接影响铁路接触网系统安全。长期处于风荷载作用下,H型钢接触网支柱存在疲劳问题。通过建立数值计算模型,应用热点应力的表面外推法,对H型钢接触网支柱柱脚焊缝在风荷载作用下的疲劳性能进行分析。以兰新高铁H型钢接触网支柱为例,依据热点应力-寿命曲线,计算支柱焊缝的疲劳寿命。分析结果表明:其他条件不变的情况下,改变型钢规格和柱高,热点位置不发生变化;随着支柱高度增加,疲劳寿命降低21%左右;随着型钢截面的增大,疲劳寿命增加23%左右。     

Gas transfer velocities of CO2 and CH4 in a tropical reservoir and its river downstream

We have measured simultaneously the methane (CH₄) and carbon dioxide (CO₂) surface concentrations and water–air fluxes by floating chambers (FC) in the Petit-Saut Reservoir (French Guiana) and its tidal river (Sinnamary River) downstream of the dam, during the two field experiments in wet (May 2003) and dry season (December 2003). The eddy covariance (EC) technique was also used for CO₂ fluxes on the lake. The comparison of fluxes obtained by FC and EC showed little discrepancies mainly due to differences in measurements durations which resulted in different average wind speeds. When comparing the gas transfer velocity (k₆₀₀) for a given wind speed, both methods gave similar results. On the lake and excluding rainy events, we obtained an exponential relationship between k₆₀₀ and U₁₀, with a significant intercept at 1.7 cm h^− 1, probably due to thermal effects. Gas transfer velocity was also positively related to rainfall rates reaching 26.5 cm h⁻¹ for a rainfall rate of 36 mm h^− 1. During a 24-h experiment in dry season, rainfall accounted for as much as 25% of the k₆₀₀. In the river downstream of the dam, k₆₀₀ values were 3 to 4 times higher than on the lake, and followed a linear relationship with U₁₀.     

Sail–sail and sail–hull interaction effects of hybrid-sail assisted bulk carrier

In a previously reported study, wind tunnel experiments were undertaken to investigate the aerodynamic characteristics of hybrid-sails in isolation. Such sails are seen as providing a worthwhile reduction in the delivered power to the propeller and hence the engine generated thrust, with a corresponding reduction in the CO₂ production of diesel engine exhaust. In this paper, wind tunnel testing is used to investigate sail–sail interaction effects for two sets of four identical hybrid-sails, and the sail–hull interaction effects for the same two sets of four identical sails in the presence of a bulk carrier hullform. The analysis presented suggests that to build a sail-assisted ship requires an appreciation of the sail–sail and sail–hull interaction effects.     

连续刚构桥动力特性和抗风分析

黑沟特大桥为主跨150m的预应力混凝土高桥墩连续刚构桥,位于峡谷出口处,风速较大。文章利用有限元方法建立其模型,模拟桥梁的施工过程,探讨其结构动力学特性和风荷载作用下的应力和变形,为桥梁施工和控制提供参考。     

r Huaihe River Basin and neighbor regions,

porting water vapor. The second one is from South China Sea. It is the weakest one. The third is from the tropical Pacific Ocean to the east     

Inhomogeneous wave load effects on a long,straight and side-anchored floating pontoon bridge

In this paper, we present a numerical study on the hydroelastic response of a 4.6 km long fjord crossing floating bridge subjected to wave loads. The bridge is straight in design and supported by 35 pontoons along its full length. To limit the response to horizontal loads, four clusters of deep water mooring lines are engaged to increase the transverse stiffness of the bridge. Owing to the very large span across the fjord, inhomogeneity in the wave field exists. This study examines the various effects of inhomogeneous wave loads on the dynamic responses of the floating bridge. These include the spatial variations of the wave direction, significant wave height and peak period as well as the coherence and correlation of waves along the entire length of the floating bridge. For the purpose of comparison, the dynamic bridge responses under homogeneous wave load cases are also studied. In addition, the effects of wave load components and short-crestedness are presented and discussed.     

Hysteretic damping model for laterally loaded piles

Fatigue assessment is a critical design aspect for many offshore structures. Soil-foundation interaction has a direct impact on the system dynamic response of these structures. While the stiffness of the soil-foundation interaction influences the system's natural frequency, the damping influences the amplification of the structural response to environmental excitations. This paper presents a simplified model for estimating the soil damping due to nonlinear soil response for pile foundations, which have wide applications in the offshore industry, such as for supporting jacket platforms, wind turbines and wellhead facilities. The proposed model is fundamentally linked to the damping response of the soil measured at element level therefore it offers design engineers an efficient and accurate way to estimate soil-pile interaction damping based on site-specific soil data. Approaches to include the suggested model for structural analysis are also proposed.     

风积砂填筑路基施工质量控制

通过工程实践,介绍采用风积砂填筑路基的施工工艺和质量控制过程。