1) check water level
校核水位
1.
For the need of the development of the Qinhuangdao Port, based on the observed tidal data of many years at the port, the design water level and the check water level are calculated in this paper.
鉴于秦皇岛港工程开发的需要,本大根据该港多年实测潮汐资料,推算了该港的设计水位和校核水位。
2) checked flood level
校核洪水位
3) Spillway design flood
校核洪水
1.
According to "Standard for Classification and Flood Control of Water Resources and Hydroelectric Projects"(SL252-2000) and "Classification & Design Safety Standard of Hydropower Projects"(DL5180-2003), the standard of Spillway Design Flood for first chop large scale earth and rockfill dam must be Probable Maximum Flood, or recurrence interval of ten thousand years.
根据《水利水电工程等级划分及洪水标准》SL252—2000和《水电枢纽工程等级划分及设计安全标准》DL5180—2003中的规定，对于一级大型土石坝，应以可能最大洪水(PMF)或重现期10000年作为校核洪水标准。
4) Hydraulic Pressure Checking
水压校核
5) check level
校核水准
6) checking high tide level
校核高潮位
补充资料：地下水水位观测(见水位观测)
地下水水位观测(见水位观测)
d ixiashui shuiwei guanee地下水水位观测见水位观测。
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