PDF(2246 KB)
Abnormal Water Level Increase in the Valve Shaft of a Ship Lock Induced by High Density Currents in Impounded River
YANG Zhong-yong, LI Lin, SUN Shi-wei, ZHANG Yong, TANG Yan-ping, WANG Zi-yang, LIU Xin-jian, XU Yang
Journal of Changjiang River Scientific Research Institute ›› 2024, Vol. 41 ›› Issue (9) : 79-85.
PDF(2246 KB)
PDF(2246 KB)
Abnormal Water Level Increase in the Valve Shaft of a Ship Lock Induced by High Density Currents in Impounded River
The valve shaft of Gezhouba dam ship lock is connected to the transmission gallery of the river area. During the flood season of 1993, the water level in the valve shaft increased abnormally, jeopardizing the safety of the lock’s equipment and facilities. To investigate the causes of the abnormal water level rise in the valve shaft of the Gezhouba ship lock, we examined the quantitative relationship between high-sediment-concentration flow and abnormal water levels. Using the Mike-3D numerical model, we simulated the vertical distribution of flow and sediment concentration under various discharge rates and sediment concentrations. We then calculated the relationship between the abnormal water levels in the valve shaft and sediment concentration. Based on these simulations, we explained the abnormal water level increases in the two valve shafts of the Gezhouba ship lock during 1993. Finally, we assessed the likelihood of future abnormal water level increases in the valve shafts. The modelling result reveals that the discharge and sediment concentration at approximately (30 000 m3/s, 2.85 kg/m3), (40 000 m3/s, 1.42 kg/m3), and (50 000 m3/s, 1.23 kg/m3), respectively, would lead to the abnormal water level increase exceeding 0.5 m. Following the construction of cascade reservoirs in the upstream and the implementation of China’s policy of returning farmland to forests, the probability of water level rise exceeding 0.5 m is now quite low. The findings offer valuable management insights for the safe operation of the Gezhouba ship lock.
Gezhouba ship lock / valve shaft / water-sediment numerical simulation / high density flow / abnormal water level
| [1] |
孙倩. 船闸闸墙长廊道输水系统灌水过程闸室水流条件模拟研究[D]. 重庆: 重庆交通大学, 2017.
(
|
| [2] |
彭永勤, 张绪进. 孟洲坝二线船闸输水系统水力学试验研究[J]. 水运工程, 2016(8): 131-134, 150.
(
|
| [3] |
陈明, 梁应辰, 宣国祥, 等. 船闸输水过程三维水力特性动态仿真研究[J]. 水动力学研究与进展A辑, 2013, 28(5): 559-565.
(
|
| [4] |
王伟, 王亮. 船闸输水系统设计探讨[J]. 中国水运(下半月), 2015, 15(1): 214-215, 255.
(
|
| [5] |
庄正新. 葛洲坝1号船闸充水阀门井水位异常升高的原因分析[J]. 水利水电技术, 1995(10): 26-27.
(
|
| [6] |
宋维邦. 葛洲坝一号船闸充水阀门启闭机房淹水事故原因浅析[J]. 长江水利教育, 1995(4): 53-56.
(
|
| [7] |
刘思海, 侍克斌, 张宏科, 等. 克孜尔水库异重流排沙分析及塑造技术研究[J]. 长江科学院院报, 2018, 35(10): 10-14.
(
|
| [8] |
黄硕, 黄文锐, 刘曙光, 等. 河口航道双丁坝影响下异重流运动特性[J]. 同济大学学报(自然科学版), 2023, 51(5): 728-737.
(
|
| [9] |
徐进超, 李云, 宣国祥, 等. 船闸引航道内的异重流淤积计算[J]. 水运工程, 2016(12): 89-94.
(
|
| [10] |
史常乐, 牛兰花, 赵国龙, 等. 三峡大坝—葛洲坝河段水沙变化及冲淤特性[J]. 水科学进展, 2020, 31(6): 875-884.
(
|
| [11] |
|
| [12] |
陈立, 王愉乐, 邹振华, 等. 三峡水库蓄水后下游河道悬沙恢复效率[J]. 水科学进展, 2023, 34(5): 697-707.
(
|
| [13] |
张成潇, 米博宇, 吕超楠, 等. 高洪水期运行水位对三峡水库泥沙淤积的影响[J]. 长江科学院院报, 2024, 41(6): 10-17.
(
|
| [14] |
|
| [15] |
|
/
| 〈 |
|
〉 |