1) 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。
2) checked flood level
校核洪水位
3) safety proofing of flood control
洪水安全校核
4) flood rechecking
洪水复核
1.
According to the watershed forms of Sichuan province, the paper present a fea- sible method of flood rechecking for dams of small reservoirs, which is valuable for dams have similarity in watershed form and project scale.
针对四川省流域状况,对该省小型水库大坝的安全鉴定中的洪水复核归纳出一套简便可靠的方法,对流域条件相近、工程规模相仿的病险水库的洪水复核具有一定的参考价值。
6) 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。
补充资料：校核洪水
见设计洪水。
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