长江科学院院报 ›› 2009, Vol. 26 ›› Issue (3): 49-52.

• 信息技术应用 • 上一篇    下一篇

基于规则格网DEM的库容计算与精度分析

 谭德宝, 申邵洪   

  • 出版日期:2009-03-01 发布日期:2012-07-02

Reservoir Capacity Calculation and Accuracy Analysis Based on Grid DEM

 TAN  De-Bao, SHEN  Shao-Hong   

  • Online:2009-03-01 Published:2012-07-02

摘要: 水库库容是库区水资源储量的重要指标,也是水利枢纽设计和运营管理重要参数之一。传统的库容计算方法是在已有的地形图上采用求积仪法进行,当精度要求较高时,需到现场实测更大比例尺的地形图。基于此,重点讨论和分析了基于数字高程模型的库容计算方法,重点分析了数字高程模型的组织、内插精度和库容计算方法及精度等问题,并将求积仪法和数字高程模型法的基本原理和优缺点进行了对比分析,从理论上讨论了两种方法的适用范围、条件及精度。以长江三峡水利枢纽为实例,将自行设计软件和商用软件库容计算模块进行了对比分析,实验结果表明,基于数字高程模型的库容计算方法具有适用范围广、计算速度快,能满足高精度要求等优点。

Abstract: Reservoir capacity is a key index of water resource in the area of reservoir and it is a crucial parameter to design and operate a water control project. In traditional reservoir capacity calculation, a planimeter is used to obtain a reservoir capacity from topographic maps and large scale topographic maps are needed if high accuracy is required. In this paper, a reservoir capacity calculation approach based on grid DEM is proposed. The data organization and interpolation accuracy of DEM are analyzed. In comparison with traditional and DEM based reservoir capacity calculation methods, advantages and disadvantages of each method are discussed. Taking Three Gorges Project as example, a self design software of reservoir capacity calculation is developed and compared with commercial software, Erdas and Arcinfo. Experimental results approve that reservoir capacity calculation approach based on grid DEM has characteristics of high accuracy, fast computation speed and widespread application.