1) Guanmenzuizi
关门嘴子水库
1.
Consideration of the Guanmenzuizi Reservoir Development;
关门嘴子水库开发的思考
2) Guanmenzuizi Reservoir
关门咀子水库
1.
The geological hydrology characteristic of dam region at Guanmenzuizi Reservoir;
关门咀子水库坝址区域水文地质特征
3) Guan Mensan Reservoir
关门山水库
4) Bajiazui reservoir
巴家嘴水库
1.
Characteristic of Inflow and Incoming Sediment in Bajiazui Reservoir and Design of Mathematical Model for Sediment in the Reservoir;
巴家嘴水库来水来沙特性与水库泥沙数学模型设计
2.
Bajiazui reservoir was constructed in loess plateau.
巴家嘴水库建于黄土高原,水库泥沙淤积严重。
3.
Because of serious sedimentation, Bajiazui reservoir is now in dangers without enough capacity storage for checked standard flood prevention even though the dam body has been raised and strengthened twice and also an additional flood discharge tunnel constructed.
巴家嘴水库由于淤积严重 ,虽对坝体进行两次加高 ,并增开泄洪洞 ,但目前所余库容已不足防御校核标准洪水 ,属病险库。
5) Shentongzui Reservoir
申同嘴水库
1.
Safety analysis of water conveyance to Shentongzui Reservoir in winter by water diversion project from Yellow River to Shanxi Province;
引黄入晋工程申同嘴水库冬季输水安全性分析
2.
Computation results of Shentongzui reservoir show that:①freezing time is determined by its water level and starting temperature; ②outside temperature of water is effected by discharge quantity; ③that inside temperature of water is below 2.
本文根据库水水温的时、空分布方程 ,对申同嘴水库进行了结冰及水温分析研究 ,计算了库水的整体结冰时间和水体出库温度。
6) Qinshanzui Reservoir
青山嘴水库
补充资料：关门海峡
关门海峡
日本本州西端山口县下关市与九州北端北九州市门司区之间的水域，濑户内海的西门户。古西日本海陆交通要冲。旧称“下关海峡”或“马关海峡”。中央水道深15—20米，西部在10米以下。东北端最狭处约700米。1942年和1944年两条铁路隧道凿通，下条长3，614米，上条长3，605米 （海底长1，140米）。1958年公路隧道（在东部）凿通，延长3，460米，宽4—7.5米。新“关门隧道”和海上大桥已开工修建。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条