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1)  releveling
重复水准测量
2)  compound leveling technique
复合水准测量
1.
This paper gives a detailed description of how Mount Taishan s elevation was surveyed by the compound leveling technique during the Wanli period (1572-1620)of the Ming Dynasty.
该文对明代万历年间(1572—1620年)用复合水准测量法测量泰山高程的过程作了较为详细的介绍,讨论了这次测量的主持者、测量时间、测量工具、测量方法以及测量结果等问题,指出这次测量获得了有关泰山高程的第一个精确值。
3)  levelling and gravity observation
水准测量和重力观测
4)  Repeated measures
重复测量
1.
Objective: In this article,a repeated measures data was analyzed in order to explain the application and characteristic of mixed effects linear model which was compared with single effects analysis of variance in order to account for it s use.
目的:通过混合效应线性模型与单因素方差分析在重复测量资料中的应用比较,旨在说明两方法在处理重复测量资料时的应用特点。
2.
Purpose Main effect is usually misconceived in repeated measures ANOVA(analysis of variance).
目的在重复测量资料的方差分析中,主效应的意义往往被误解。
3.
First, the repeated measures model is introduced concisely by using an example of clinical trial.
首先应用临床试验实例,对重复测量模型作了简介;而后对模型具有简易、高效、科学和先进等优越性进行了论述;最后指出模型的误用与错用问题。
5)  repeated measurements
重复测量
1.
Mixed linear model and its application to repeated measurements in single-sample;
单样本重复测量资料的混合线性模型及其应用
2.
Based on the trendan alysis of residuals obtained by fitting a linear regressionmodel,a method is suggested for testing the linear regression relation ship with and with out repeated measurementsre spectively .
通过对回归模型的拟合残差的趋势性分析 ,分别在重复测量和非重复测量下提出了检验线性回归关系的方法。
3.
In many fields of medical studies, the analysis and design of repeated measurements data are often come across.
在医学研究的各个领域常会遇到重复测量资料的数据分析与设计的问题。
6)  repeated measure
重复测量
1.
Objective Probing into the correlation structures within subject, and research into the applicability, characteristic, selected thereunder and so on about different statistical methods for repeated measure data.
目的 探讨新药临床试验中重复测量资料的组内相关结构,分析多种重复测量的统计方法的适用性、特点及选用依据,为新药临床试验的统计分析提供方法学借鉴。
补充资料:几何水准测量

水准测量又名“几何水准测量”,是用水准仪和水准尺测定地面上两点间高差的方法。在地面两点间安置水准仪,观测竖立在两点上的水准标尺,按尺上读数推算两点间的高差。通常由水准原点或任一已知高程点出发,沿选定的水准路线逐站测定各点的高程。由于不同高程的水准面不平行,沿不同路线测得的两点间高差将有差异,所以在整理国家水准测量成果时,须按所采用的正常高系统加以必要的改正,以求得正确的高程。我国国家水准测量依精度不同分为一、二、三、四等。一、二等水准测量称为“精密水准测量”,是国家高程控制的全面基础,可为研究地壳形变等提供数据。三、四等水准测量直接为地形测图和各种工程建设提供所必需的高程控制。

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