排序方式： 共有9条查询结果，搜索用时 15 毫秒
1
1.
A multi-objective optimal operation model of water-sedimentation-power in reservoir is established with power-generation,
sedimentation and water storage taken into account. Moreover, the inertia weight self-adjusting mechanism and Pareto-optimal
archive are introduced into the particle swarm optimization and an improved multi-objective particle swarm optimization (IMOPSO)
is proposed. The IMOPSO is employed to solve the optimal model and obtain the Pareto-optimal front. The multi-objective optimal
operation of Wanjiazhai Reservoir during the spring breakup was investigated with three typical flood hydrographs. The results
show that the former method is able to obtain the Pareto-optimal front with a uniform distribution property. Different regions
(A, B, C) of the Pareto-optimal front correspond to the optimized schemes in terms of the objectives of sediment deposition,
sediment deposition and power generation, and power generation, respectively. The level hydrographs and outflow hydrographs
show the operation of the reservoir in details. Compared with the non-dominated sorting genetic algorithm-II (NSGA-II), IMOPSO
has close global optimization capability and is suitable for multi-objective optimization problems.
LI Hui, born in 1981, male, doctorate student.
Supported by National Science Fund for Distinguished Young Scholars (No.50725929) and National Natural Science Foundation
of China (No.50539060,50679052). 相似文献
2.
As a sanitary, reproducible and inexpensive en-ergy resource, the hydroelectric generation has beenincreasingly used in recent years. A great number ofhuge dams have been constructed in the narrow gor-ges, with the height of around 300 m and the flooddischarging powers ranging from10 billion to100 bil-lion W. The maximum unit discharges all exceed 200m3/(s·m). With the characteristics of flood dis-charge such as high head, large discharge, narrowgorges and high frequency, the existing dams ha… 相似文献
3.
An equation of atomization quantity from energy dissipation by hydraulic jump was derived from the dimensional analysis. By applying Gauss diffusion equation, the spray diffusion rule in valley was studied under the condition of continuous linear source and random wind direction. By considering the spray-rain switching process, coagulation, condensation and evaporation of droplets, the air temperature, air relative humidity,spray density and the rainfall intensity in the lower reaches of the linear source were calculated. The 3-D numerical simulation fitted well with prototype monitoring. Finally, the prediction of atomization influence on environments for Xiangjiaba Hydropower Station was conducted. 相似文献
4.
In 2010,the first offshore wind turbine with integrated installation was established in Qidong sea area of Jiangsu Province,China,which led to the implementation phase of one-step-installation technique based on the design and construction of large-scale bucket-top-bearing (LSBTB) bucket foundation.The critical technique of LSBTB bucket foundation included self-floating towing,penetration with adjustment of horizontal levelness,removability and one-step-installation.The process of one-step-installation included the prefabrication of LSBTB bucket foundation in onshore construction base,installation and debugging of wind power,overall water transportation of foundation and wind power system,and installation of foundation and offshore wind turbine on the appointed sea area.The cost of one-step-installation technique was about 5 000 Yuan/kW,which was 30%-50% lower than that of the existing technique.The prefabrication of LSBTB bucket foundation took about two months.During the one-step-installation process,the installation and debugging of wind power and overall water transportation need about one to two days in sea area within 35 m depth.After the proposed technique is industrialized,the cost will be further reduced,and the installation capacity is expected to be up to 500 wind turbines per year. 相似文献
5.
The key in the force transmission between the tower and the foundation for offshore wind turbines is to transfer the large moment and horizontal loads.The finite element model of a large-scale prestres... 相似文献
6.
Bearing Capacity and Technical Advantages of Composite Bucket Foundation of Offshore Wind Turbines 总被引：1，自引：1，他引：0
Based on mechanical characteristics such as large vertical load,large horizontal load,large bending moment and complex geological conditions,a large scale composite bucket foundation (CBF) is put forward.Both the theoretical analysis and numerical simulation are employed to study the bearing capacity of CBF and the relationship between loads and ground deformation.Furthermore,monopile,high-rise pile cap,tripod and CBF designs are compared to analyze the bearing capacity and ground deformation,with a 3-MW wind generator as an example.The results indicate that CBF can effectively bear horizontal load and large bending moment resulting from upper structures and environmental load. 相似文献
7.
研究平底平面闸门在不稳定淹没泄流作用下垂向振动、水平平移振动、水平弯曲振动的非线性响应．建立一个非线性振子模型来模拟不稳定漩涡与闸门运动的耦合激励机制．推导出这３类振动的运动方程,并通过模型实验确定振动方程中的参数,解决了非线性振动稳态响应的求解问题．计算结果与前人关于不同折减流速和不同闸门系统参数的实验结果吻合较好． 相似文献
8.
The large-scale bucket foundation with 30 m in diameter and 6 m in height was used as the foundation of wind turbine.The wide-shallow foundation is different from the traditional bucket foundation with... 相似文献
9.
结合学科建设发展工程硕士教育 总被引：2，自引：1，他引：1
介绍了天津大学建筑工程学院把工程硕士培养与学科建设和发展相结合.通过与国家重大建设项目承担单位的合作办学,既培养高水平的工程人才,又使学科建设聚焦于国民经济的重大需求,全面推动了学科的建设和发展.通过这种方式,构建了与学科建设密切结合的高层次专业创新人才的培养模式. 相似文献
1