1) bankfull elevation
平滩高程
1.
In this paper,the identification rules are given for determining the main channel and the bankfull elevation according to the characteristics of cross-sectional profiles in the LYR during different periods.
本文首先阐述了平滩流量的概念,并结合黄河下游不同年代的实测横断面形态特征,给出了确定主槽范围及平滩高程的原则。
2) height of beach
滩地高程
3) flat level in front of the seawall
塘前滩地高程
1.
Certainty and uncertainty analysis methods and introduction of a random variable for the flat level in front of the seawall were resorted to to study the reliability of the overall stablility of the macro tidal estuary seawall constructed on softsoil foundation.
在研究软土地基上海塘稳定性分析方法的基础上 ,对强潮河口海塘引入塘前滩地高程作为基本随机变量 ,并进行整体稳定的可靠性研究 。
5) height mean
平均高程
6) Height adjustment
高程平差
1.
This paper takes height adjustment of GPS-C network of XiLuoDu&XiangJiaBa s power lines corridor as an example.
本文以溪洛渡、向家坝出线走廊GPS-C级网高程平差为例,通过对结果的对比,论证了本工程采用二次曲面拟合方案的合理性;利用现有的水准资料,对测区内高程异常情况进行分析,说明高程分区拟合必要性;通过对结果的精度统计,阐明了成果的可靠性。
补充资料：大地高程
见高程系统。
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