Hilly area river base flow series interpolation prolonging method based on Copula function

A function and river technology, applied in the field of water resources evaluation, to achieve the effect of strong statistical theoretical foundation

Pending Publication Date: 2019-09-24
江西省水利科学研究院
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Problems solved by technology

At present, there is no literature that introduces the Copula function into the study of interpolation and extension of river base flow series in hilly areas

Method used

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  • Hilly area river base flow series interpolation prolonging method based on Copula function
  • Hilly area river base flow series interpolation prolonging method based on Copula function
  • Hilly area river base flow series interpolation prolonging method based on Copula function

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Embodiment Construction

[0023] The present invention will be further described below by means of embodiments and in conjunction with the accompanying drawings.

[0024] Such as Figure 1-Figure 2 As shown, a method of interpolation and extension of river base flow series in hilly areas based on Copula function collects long series flow data of hydrological stations, calculates river base flow and river runoff series representing years, and determines river base flow and river runoff series Based on the marginal probability distribution function of runoff, the joint probability distribution function of river base flow and river runoff is constructed, and then the conditional probability distribution function of river base flow is solved for a given river runoff, and finally the river base flow of non-representative years is calculated. Flow series interpolation extended. figure 1 It is the calculation flowchart of the present embodiment, and it is carried out according to the following steps:

[002...

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Abstract

The invention discloses a hilly area river base flow series interpolation prolonging method based on a Copula function. The method comprises the following steps: collecting long-series flow data of hydrological stations; calculating a series of river base flows and river runoff flows in representative years; and on the basis of determining an edge probability distribution function of the river base flow rate and the river base flow rate, constructing a joint probability distribution function of the river base flow rate and the river base flow rate, further solving a conditional probability distribution function of the river base flow rate when the river base flow rate is given, and finally performing river base flow rate series interpolation extension in non-representative years. According to the method, the statistical theory basis is high, the nonlinear relation between the river-base flow and the river-base flow can be accurately captured, and the river-base flow and the river-base flow are allowed to obey non-normal distribution. In addition, the river base flow is randomly interpolated and prolonged based on the Copula function, the long-series statistical parameter characteristics of the river base flow can be kept, and the actual characteristics of the river base flow are well reflected.

Description

technical field [0001] The invention belongs to the field of water resource evaluation, in particular to a method for interpolation and extension of river base flow series in hilly areas based on Copula functions. Background technique [0002] Due to the limited underground water storage capacity in hilly areas and the deep cut of the river bed, the base flow of the river is generally approximately equal to the amount of groundwater resources, and it is also the repetition of the amount of surface and groundwater resources. Therefore, the base flow of rivers is an important content in hydrological analysis and calculation, water resource evaluation and storm flood analysis in hilly areas. According to different calculation principles, the commonly used calculation methods of typical annual river base flow mainly include graphical method, hydrological model method, isotope method, mathematical physics method and numerical simulation method, etc. The calculation results of dif...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50
CPCG06F30/20
Inventor 刘章君成静清符莎赵楠芳许新发胡建民温天福
Owner 江西省水利科学研究院
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