设计洪水位

应用水力学方法推求内涝区设计洪水位

Application of Hydraulics Method to Ascertain Design Flood Level in Inundate Area

分期汛限水位和设计洪水位的确定方法

Calculating Methods of Staged Limit Water Level in Flood Season and Design Flood Level

特小流域变电工程设计洪水位的推求

Derivation of Design Flood at Substation Project in Very Small Basin

长江防洪堤南京段设计洪水位风险分析

Risk Analysis of Design Flood Stage of Nanjing Section of Yangtze River Flood Protecting Embankment

在弯曲河道凸岸处推求厂址设计洪水位的方法探讨

A Method to Compute Design Flood Level of Power Plant on Warping River Convex Side

建立河段水位与流域面平均雨量和潮位的水位函数，利用频率组合法推求感潮河段设计洪水位。

The water level function , which described flood water level relation to watershed average precipitation and tidal level , was established .

采用高压摆喷灌浆和粘土固化注浆技术综合治理后，坝区的总渗水量降低90%，在设计洪水位条件下坝体安全系数为1.520，说明所提出的措施合理、可靠。

The safety coefficient of the dam is 1.012 under seepage and it turns to 1.520 after the dam is reinforced by high pressure jet grouting and clay-solidified grouting . The anti-seepage rate of 90 % shows that the reinforcement is feasible and rational .

设计基准洪水位是滨海核电厂选址中的重要参数之一，而风暴潮评价又是设计基准洪水位的主要组成因素。

Design Basis Flood Level is one of the important parameters in nuclear power plant siting in coastal area , and evaluation for storm surge is the main factor of Design Basis Flood Level .