| 无锡市太湖新城环太湖口门入湖调度站浅析 |
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| 引用本文： | 李灿灿,周春飞,周子江. 无锡市太湖新城环太湖口门入湖调度站浅析[J]. 江苏水利, 2016, 0(6): 35-40. DOI: 10.3969/j.issn.1007-7839.2016.06.010 |
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| 作者姓名： | 李灿灿 周春飞 周子江 |
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| 作者单位： | 1. 江苏省太湖水利规划设计研究院有限公司,江苏 苏州,215128;2. 江苏省防汛防旱指挥部办公室,江苏 南京,210029;3. 江苏省水文水资源勘测局苏州分局,江苏 苏州,215000 |
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| 摘 要： | 太湖新城防洪控制圈形成后,在严格控制运河水不入太湖的调度下,入湖控制站不宜继续采用无锡站。通过对太湖新城地形、高程及水系特征的分析,结合水文站网规划和水利计算分析成果,选择长广溪和碧水河交界的庙桥港站作为太湖新城的水位控制站。
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| 关 键 词： | 太湖新城 水位控制 无锡站 庙桥港站 |
Preliminary Analysis on the choice of water dispatching station of Taihu new city in Wuxi |
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| Abstract: | Wuxi Station is not suitable as a water dispatching station in the condition of Canal water does not flow into Taihu,after the formation of Taihu new city flood control circle. Through the analysis of terrain,elevation and drainage characteristics of Taihu new city,combined with hydrological station network planning and hydraulic calculation results,Miaoqiaogang station is chosen as the water dispatching station which is at the junction of Changguangxi and Bishui River. |
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| Keywords: | Taihu new city water level control Wuxi Station Miaoqiaogang station |
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