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水电工程

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So the calculation and research on the water temperature structure of reservior and discharge water should be done during the planning, design and operation of large hydro projects in order to take some efficient methods to protect the ecological environment and realize the water resources development and utilization.

因此,在进行大型水电工程规划、设计、运行的同时应积极开展水库水温结构及下泄水温计算和研究,及时采取有效减缓低温水下泄的各项措施,以实现水资源开发利用和生态保护的"双赢"。

Sideslip surface is one of the important mechanical boundaries that control the arch dam stability against sliding.

水电工程中,侧裂面是控制拱坝坝肩抗滑稳定的一个重要力学边界。

Australia's first stored-program design of a computer CSIR Mk I type responsible for the hydropower projects in the catchment area of the rain to assess the situation.

澳大利亚设计的首台存储程序计算机CSIR Mk I型负责对水电工程中的集水地带的降雨情形进行评估。

In tailrace tunnels of large hydropower station, a transient mixed free-surface-pressure flow may occur, which has a complex effect on the stability and transient of the power plant.

大型水电工程的尾水隧洞中可能会发生明满交替流动,给电站过渡过程带来很大影响,需要建立合理可行的明满交替流动数值计算模型。

The applications of distributed optical fiber temperature sensing technology in water-power engineering were analyzed in detail in this paper.

详细分析了分布式光纤温度传感技术在水电工程中的应用。

This thought and method of studying dam foundation rock mass quality can be extended to other water-power projects.

这种研究坝基岩体质量的思路、方法可以推广到其它水电工程

Firstly, on the basis of the introduction of distributed optical fiber temperature sensing system and the principle of temperature measurement, the feasibility of this technology in water-power engineering applications was proved.

首先,在介绍分布式光纤温度传感系统与测温原理基础上,分析了该技术能用于水电工程诸多方面的可行性。

Rock mass quality appraisal and dam foundation selection are the significant contents for water-power engineering.

坝基岩体质量评价与建基面选择是水利水电工程地质研究的重要内容之一。

Underground powerhouse is a large underground structure group with some anfractuous structures in space.

在我国修建水电工程,常会遇到地下厂房的设计问题。

In the river valley region,discal phenomena of drilling cores and laminated exfoliation of surrounding rock in the exploration tunnels are obvious.

拉西瓦水电工程坝址区为高山峡谷地貌,受地质构造应力、自重、地表剥蚀和河流侵蚀卸荷等多因素影响而赋存有高地应力,河谷区钻孔岩芯饼化与探洞片状剥落现象明显。

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