文章摘要
杜奕良,涂新军,杜晓霞,陈晓宏,林凯荣,吴海鸥.基于高维Gaussian Copula函数的区域农田灌溉需水分析[J].水利学报,2018,49(3):323-331
基于高维Gaussian Copula函数的区域农田灌溉需水分析
Analysis of regional irrigation water demand based on high-dimensional Gaussian Copula function
投稿时间:2017-08-31  
DOI:10.13243/j.cnki.slxb.20170848
中文关键词: 灌溉需水  降水频率  高维联合分布  Gaussian Copula函数  典型年法  最大权函数
英文关键词: irrigation water demand  frequency of precipitation  high-dimensional joint distribution  Gaussian Copula function  typical year  most-likely weight function
基金项目:国家重点研发计划项目(2017YFC0405900);国家自然科学基金项目(51479217)
作者单位E-mail
杜奕良 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
 
涂新军 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
eestxj@mail.sysu.edu.cn 
杜晓霞 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
 
陈晓宏 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
 
林凯荣 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
 
吴海鸥 中山大学 水资源与环境系, 广东 广州 510275
广东省华南地区水安全调控工程技术研究中心, 广东 广州 510275 
 
摘要点击次数: 2418
全文下载次数: 1635
中文摘要:
      以广东省农田灌溉需水为例,构建了分区降水的8维联合分布模型,提出了给定全省降水频率的全省及分区农田灌溉需水分析思路,采用同频、典型年和最大权函数3种方法对区域需水、分区降水频率及需水进行了分析计算和对比。结果显示:Gaussian Copula函数能够很好地模拟广东省8个分区年降水联合分布,单变量最优分布主要为广义极值分布和广义正态分布。3种方法之间的全省农田灌溉需水相差甚小,但是各分区需水差别相对较大。典型年法推求的分区降水频率差异最明显,最大权函数法推求的大部分分区降水频率处于同频位置附近,其中分区Ⅷ的降水频率在特枯和特丰时明显偏离同频位置,而且其置信区间范围明显大于其它分区,表明分区Ⅷ不确定性更大。由于基于高维Copula函数联合分布模拟既考虑了分区降水的独立分布,又考虑了它们之间的相依性,而且能够给出分区需水的置信范围,因此认为最大权函数法推求区域农田灌溉需水更为合理。
英文摘要:
      In order to investigate irrigation water demand in Guangdong province, South China, as a study case, an eight-dimensional joint distribution of sub-regional precipitations was built. For given frequencies of precipitation of the entire province, the calculation procedures of irrigation water demand of the entire province and its sub-regions were proposed. Frequency combinations of sub-regional precipitation and water demands using three methods, i.e. the equalized frequency, the typical year and the most-likely weight function, were compared. The results demonstrate that the Gaussian copula function efficiently fits the joint distribution of precipitation of eight sub-regions, in which the generalized extreme value distribution and generalized normal distribution are the optimal univariate distribution for individual sub-regions. The differences of water demands of the entire province among the three methods are quite small, but those of individual sub-regions are comparatively large, in particular using the typical year method. The design frequencies of precipitation of individual sub-regions using the most-likely weight function mostly occur near the lines of the equalized frequencies,but those of the Ⅷ sub-region in the extreme dry and extreme wet conditions remarkably are far from the lines in association with a large uncertainty due to a wider confidence interval. The most-likely weight function method on the basis of the high-dimensional Gaussian copula can simulate individual univariate distributions of sub-regional precipitations and capture their dependences, and also present a confidence interval of sub-regional water demands, which is recommended to acquire irrigation water demand for a large-scale region.
查看全文   查看/发表评论  下载PDF阅读器
关闭