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One-dimensional river channel hydraulic structure overflowing simulation method and system

A structure and hydraulic technology, applied in CAD numerical modeling, instrument, geometric CAD, etc., can solve the problems of less overcurrent simulation technology and difficult overcurrent simulation, and achieve the effect of saving calculation cost

Inactive Publication Date: 2022-08-09
浙江贵仁信息科技股份有限公司
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  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0004] At present, there are few techniques for simulating the flow of hydraulic structures based on the finite volume method, and how to simulate the flow of structures in the new Godunov format is a major difficulty

Method used

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  • One-dimensional river channel hydraulic structure overflowing simulation method and system
  • One-dimensional river channel hydraulic structure overflowing simulation method and system
  • One-dimensional river channel hydraulic structure overflowing simulation method and system

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Embodiment Construction

[0099] In order to better explain the present invention and facilitate understanding, the present invention will be described in detail below with reference to the accompanying drawings and through specific embodiments.

[0100] For better understanding of the above technical solutions, exemplary embodiments of the present invention will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present invention are shown in the drawings, it should be understood that the present invention may be embodied in various forms and should not be limited by the embodiments set forth herein. Rather, these embodiments are provided so that the present invention will be more clearly and thoroughly understood, and will fully convey the scope of the present invention to those skilled in the art.

[0101] The central format finite volume method is used for the river flood evolution simulation. The river channel is discretely divided int...

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Abstract

The invention relates to a one-dimensional river channel hydraulic structure overflowing simulation method and system, and the method comprises the steps: S1, determining the position of a river channel section according to the position of a hydraulic structure in a river channel, and obtaining a control unit of the river channel; s2, according to the initialization information of the one-dimensional river network mathematical model and the water level duration curve and the flow duration curve of the outer boundary of the river channel, the initial numerical flux of a general interface of each control unit of the river channel is obtained; s3, according to the initial hydraulic structure overflow mode, the initialization information of the one-dimensional river network mathematical model and the initial hydraulic structure interface overflow area, obtaining the initial numerical flux of the structure interface of each control unit of the river channel; and S4, according to the water level duration curve and the flow duration curve of the outer boundary of the river channel and / or the source item added by the user, the initial numerical flux of the general interface of each control unit of the river channel and the initial numerical flux of the structure interface of each control unit of the river channel, acquiring a fluid variable value of the center of each control unit at a preset target moment.

Description

technical field [0001] The invention relates to the technical field of simulating the motion state of river water flow, in particular to a one-dimensional flow simulation method and system of hydraulic structures in a river course. Background technique [0002] Since the basic equation (Saint-Venant equation) describing the one-dimensional non-constant flow motion of the river channel was put forward in the 1870s, many experts and scholars have used different numerical calculation formats to solve the equation in order to study the channel cross-section flow (or Velocity) and water level changes. The finite difference method originated in the 1940s and 1950s. After continuous improvement and optimization by experts and scholars, it has become the mainstream numerical format for one-dimensional river flood evolution simulation (such as the common Preissmann format). This kind of format often needs to add virtual sections before and after the structure when dealing with struc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F30/13G06F30/20G06F111/10G06F113/08
CPCG06F30/13G06F30/20G06F2113/08G06F2111/10Y02A10/40
Inventor 罗源桂发二万鹏李容叶群
Owner 浙江贵仁信息科技股份有限公司