1) flood and tidal level
洪潮水位
1.
This paper expounds the problems related to flood control to flood control planning for the outlet section of Nandu River and makes an ap-proach to the principle and dertermination of planning for flood control regulation lines, the determination of relevant parameters andcalculation conditions in analizing flood and tidal levels and the calculation of wave run-up.
本文论述了南渡江河口段防洪规划有关问题,对防洪治导线规划布置原则及其确定、洪潮水位分析计算中有关参数及计算条件的确定、波浪爬高计算等进行探讨。
2) water level of flood
洪水水位
1.
Delft3D numeral model is adopted to simulate the water level of flood in tidal estuaries.
潮汐河口洪水水位受流域来水和海域潮汐双重作用,动力机制复杂,在特大洪水作用下,河口床面边界还将发生显著变形,造成水面相应明显升降,以致用定床模型预报洪水位误差很大。
3) water level (tide level)
水位(潮位)
4) tidewater level
潮水水位
1.
The lower the tidewater level is,the higher the concentration of TN,TP,and NH3-N is.
59 m;随着潮水水位由高到低各采样点总氮、总磷和氨氮的浓度值由小变大,靠近排污口的1#采样点总氮、总磷和氨氮在低潮时的值分别是高潮时的2倍3、倍和2倍;2#采样点总氮、总磷和氨氮浓度值分别是高潮时的1。
5) flood water level
洪水位
1.
Discussion on variations of flood water level and riverbed erosion and deposition for the middle and lower Yangtze River;
长江中下游洪水位与河床冲淤关系初探
2.
The distribution of velocity varies with different flood water levels and different lengths of guide bank was analyzed.
本文结合曹娥江大闸枢纽工程模型试验,针对本工程平原河道的特性,采用平面二维水流数学模型,进行了水流流态模拟,分析了流速分布以及洪水位变化情况,比选了上游不同导流堤方案,降低试验成本,缩短试验周期,指导工程实践。
3.
Some remnant marks of flood water level, characterized by dark color and with small eroded holes distributed on the horizontal level marks, are found along the hillside of Nanjing.
在采石矶岸段的岩壁上也存在着高程大致相当的水位痕迹,反映出是保存在长江南岸岩壁上的区域性洪水位遗迹。
6) design flood line
洪水位线
1.
Analyzing design flood line with ArcGIS software is used to illustrate the feasibility of analyzing design flood line with GIS vector-grid integration space-analyzing.
通过应用ArcGIS软件,对黑河干流设计洪水位分析,确立洪水位线,以实际工程例子,证明了GIS技术中矢量栅格一体化的空间分析功能进行洪水位设计线确定的可行性。
补充资料:洪洪
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