Mainstream swing flow rate time-order character based river type classifying method

A mainstream and time-series technology, applied in special data processing applications, water conservancy projects, instruments, etc., can solve problems affecting the effect of regulation, too general river section regulation, difficult river section division, etc., to achieve simple division method, great promotion value, The effect of enhancing the effect

Active Publication Date: 2019-01-04
HUBEI PROVINCIAL WATER RESOURCES & HYDROPOWER PLANNING SURVEY & DESIGN INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] The purpose of the present invention is to solve the problem that it is difficult to accurately divide the river section in the existing technology mentioned in the above background technology, which leads to the problem that the river section regulation is too general and affects the regulation effect, and provides a river type based on the time series characteristics of mainstream swing flow Division method

Method used

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  • Mainstream swing flow rate time-order character based river type classifying method
  • Mainstream swing flow rate time-order character based river type classifying method
  • Mainstream swing flow rate time-order character based river type classifying method

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0067] Example 1: According to formula 1, the flow range of Jianli Waterway from 1955 to 2013 is selected as Q3 / s and the flow range is Q>27000m 3 / s continuous days series data to obtain the wavelet function of Jianli Waterway, and draw the contour map of the real part of the wavelet transform coefficient of Jianli Waterway according to this function, as shown in Figure 1~2 shown.

[0068] Transform the wavelet function of Jianli Waterway according to Equation 2 to obtain the wavelet variance formula of Jianli Waterway, and draw the wavelet variance diagram of the series of continuous days of characteristic flow of Jianli Waterway, as shown in image 3 shown.

[0069] According to Equation 1, the flow range of waterways in Damazhou from 1955 to 2013 is selected as Q3 / s and the flow range is Q>27000m 3 / s continuous days series data to obtain the wavelet function of the water channel in Malaysia, and draw the contour map of the real part of the wavelet transform coefficie...

Embodiment 2

[0077] Example 2: According to formula 1, the flow range of Tianxingzhou waterway from 1955 to 2013 is selected as 25000m 3 / s3 / s and the flow range is Q>40000m 3 / s continuous days series data to obtain the wavelet function of the Tianxingzhou waterway, and draw the contour map of the real part of the wavelet transform coefficient of the Tianxingzhou waterway according to the function, as shown in Figure 9-10 shown.

[0078] Transform the wavelet function of Tianxingzhou waterway according to Equation 2 to obtain the wavelet variance formula of Tianxingzhou waterway, and draw the wavelet variance map of the series of continuous days of characteristic flow in Tianxingzhou waterway, as shown in Figure 11 shown.

[0079] According to formula 1, the discharge interval of Yangluo channel from 1955 to 2013 is selected as 25000m 3 / s3 / s and the flow range is Q>40000m 3 / s continuous days series data to obtain the wavelet function of the Yangluo waterway, and draw the contour...

Embodiment 3

[0089] Example 3: According to Formula 1, the flow range of Jiayu Waterway from 1955 to 2013 is selected as 22500m 3 / s3 / s and the flow range is Q>40000m 3 / s continuous days series data to obtain the wavelet function of Jiayu Waterway, and draw the contour map of the real part of the wavelet transform coefficient of Jiayu Waterway according to this function, as shown in Figures 17-18 shown.

[0090]Transform the wavelet function of Jiayu Waterway according to Equation 2 to obtain the wavelet variance formula of Jiayu Waterway, and draw the wavelet variance diagram of the series of continuous days of characteristic flow in Jiayu Waterway, as shown in Figure 19 shown.

[0091] According to formula 1, the flow interval of Hanjinguan Waterway from 1955 to 2013 is selected as Q>35000m 3 / s continuous days series data to obtain the wavelet function of the Hanjinguan waterway, and draw the contour map of the real part of the wavelet transform coefficient of the Hanjinguan wate...

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Abstract

The invention relates to the technical field of water conservancy projects, and specifically relates to a mainstream swing flow rate time-order character based river type classifying method. The method comprises the steps of dividing a researching river section into an upstream river section and a downstream river section; correspondingly drawing wavelet transform coefficient real part isoline maps based on Morlet wavelet function; obtaining the distribution and phase structures of characteristic flow rate of the mainstream swing of the downstream river section at different time scales in eachyear, and comparing and analyzing; and if the characteristic flow rates, influencing the mainstream swing, of the upstream river section and the downstream river section, are at the same grade, and the positive phase energy centers of the characteristic flow lasting day series of the mainstream swing under different flow rate grades occur in the same year, namely, the upstream river section and the downstream river section have the corresponding order characters, determining that the downstream river section is a barrier-free river section, and otherwise, determining that the downstream riversection is a barrier type river section. The river section river type classifying method is simple and efficient; different river sections can be rapidly accurately classified; and theoretical foundation is conveniently supplied to determine methods for treating river sections of different types in the river section treatment process.

Description

technical field [0001] The invention relates to the technical field of water conservancy engineering, in particular to a river type division method based on the time series characteristics of mainstream swing flow. Background technique [0002] The division of river types is a traditional issue in the discipline of fluvial geomorphology, and many scholars have carried out a number of studies. For example, Leopold and Wolman divided rivers into meandering rivers and braided rivers according to the relationship between gradient and flow; Schumm divided rivers into meandering rivers, braided rivers, and straight rivers according to the sinuosity and valley gradient; Rust The index (the number of braids per average wavelength) defines the networked river; Knighton and Nanson enriched the networked river theory in terms of origin, characteristics and classification; Brice proposed the branched river (anabranched river). In recent years, some foreign scholars have proposed the co...

Claims

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Application Information

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IPC IPC(8): E02B1/00G06F17/50
CPCE02B1/00G06F30/18
Inventor 由星莹唐金武张小峰
Owner HUBEI PROVINCIAL WATER RESOURCES & HYDROPOWER PLANNING SURVEY & DESIGN INST
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