ship lift
Recently Published Documents


TOTAL DOCUMENTS

39
(FIVE YEARS 7)

H-INDEX

4
(FIVE YEARS 1)

Author(s):  
Liang-Hua Xu ◽  
Jin-Hui Ouyang ◽  
Xiang-Hui Wang ◽  
Xue-Long Hu ◽  
Jia-Yang Liu

Water ◽  
2021 ◽  
Vol 13 (10) ◽  
pp. 1377
Author(s):  
Jingkai Liu ◽  
Yaan Hu ◽  
Zhonghua Li ◽  
Shu Xue

Hydro-floating ship lifts are a milestone in the field of high dam navigation. In order to ensure the running safety of a hydro-floating ship lift, the effective integration of a numerical simulation method and cloud model theory was carried out to deal with the hydrodynamic risks presented by water surface deviations from the shafts in the filling–emptying system such as a lock. In this study, the average values of water surface deviation from the shafts were 0.2, 0.22 and 0.24 m, through numerical simulation on a similar hydro-floating ship lift at the lifting heights of 80, 100 and 120 m, respectively. An increase in the lifting height causes the water surface deviation from the shafts to increase, and the hydrodynamic risk is greatly increased in the equal inertial pipeline filling–emptying system. In addition, the water surface deviations from the shafts of the equal inertial pipeline and longitudinal culvert filling–emptying system like a lock were compared. The longitudinal culvert was better at optimizing running safety in the filling–emptying system and dealing with the uncertainty of water surface deviation from the shafts. The results show that the numerical simulation method and cloud model theory can effectively control the risk of water surface deviation from the shafts and can be used to aid in decision-making for risk prevention in relation to hydro-floating ship lifts.


Water ◽  
2020 ◽  
Vol 12 (10) ◽  
pp. 2922 ◽  
Author(s):  
Zhiyong Wan ◽  
Yun Li ◽  
Xiaogang Wang ◽  
Jianfeng An ◽  
Bo Dong ◽  
...  

Unsteady flow induced by hydropower stations exerts a significant impact on the water level in multi-approach channels, which directly threatens the safe passage of ships. In this study, a one-dimensional and a two-dimensional hydrodynamic model are adopted to simulate the water level fluctuations at the entrance of multi-approach channels and the lower lock head of a ship lift with consideration of initial water surface elevation, base flow, flow amplitude, regulation time, and locations of hydropower stations, unfavorable conditions are successfully identified; and the fluctuations at the approach channel entrance and the lower lock head of a ship lift under single-peak and double-peak regulating mode are analyzed considering the flow regulating of the Gezhouba Hydropower Station (GHS), thus, the water level oscillation process in the multi-approach channels is presented. Results show that the largest wave amplitude in the multi-approach channels manifests under unfavorable conditions including lower initial water surface elevation, smaller base flow, larger flow variation, and shorter regulation time; and water level fluctuation in the multi-approach channel is primarily induced by flow amplitude and net flow between the Three Gorges Hydropower Station (TGHS) and the GHS, with consideration of the counter-regulation process of the GHS. This research contributes to providing a reference for a similar large-scale cascade hydropower station regarding regulation and control of navigation conditions.


Author(s):  
Shen Xin ◽  
Xu Xiaofeng ◽  
Zhang Lu ◽  
Zhu Bing ◽  
Li Fei
Keyword(s):  

2017 ◽  
Vol 865 ◽  
pp. 105-108
Author(s):  
Zheng Xing Men ◽  
Ya Xin Ma ◽  
Tai We Yue ◽  
Rui Lin Liu

Heavy racks are the main load-bearing components and play more important position in great engineering equipments. Along with the requirement of the equipment efficiency promotion, the large-scale trend of rack is obvious. Among them, the rack for the Chinese Three Gorges ship lift total up to 5000mm. At present, the large rack mainly made by casting. Compared with the casting, the forging rack can greatly improve the mechanical properties and the service life. The aim of this work is feasibility analysis of free forging for large rack, as large T-shape section forging. Four possible forging schemes were simulated and compared by the finite element method, and the possible defects of all the schemes and their application scope were explored. Finally, it was proved that the free forging of heavy rack was realized by simple dies.


Sign in / Sign up

Export Citation Format

Share Document