Ultra-dimension fluvial dynamics self-adapting parallel monitoring method

A river dynamics and self-adaptive technology, applied in the fields of fluid dynamics test, measurement device, special data processing application, etc., can solve the problems of insufficient monitoring processing speed, reduced calculation effectiveness, limited simulation effect and ability, etc. The effect of convenient and timely monitoring, fast processing speed and high accuracy

Active Publication Date: 2008-04-09
SHENZHEN INST OF ADVANCED TECH
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Problems solved by technology

[0014] One of the purposes of the present invention is to overcome the problems that the currently commonly used river dynamics monitoring processing speed is not fast enough, the calculation effectiveness is reduced when the calculation amount increases, and the simulation effect and ability of the actual situation are limited.

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Embodiment Construction

[0038] Referring to the accompanying drawings, the method of the present invention will be described in detail.

[0039] The method for self-adaptive parallel monitoring of super-dimensional river dynamics in the present invention, the core processing idea is to input the super-dimensional data into the general processing system after simple preprocessing, and classify according to the different dimensions of the data, and establish a new type based on The ultra-dimensional unstructured grid river dynamics model of the characteristic high-resolution numerical algorithm, based on the efficient parallel computing method of the ultra-dimensional fluid splitting format, performs calculations within dimensions and between dimensions, and divides the calculation area into multiple sub-areas. Each sub-area is mapped to a computing node on the parallel architecture, the communication between nodes adopts standard MPI, and the overlapping parallel optimization technology of computing an...

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Abstract

The invention discloses a method of super-dimensional river dynamics self-adaptive parallel monitoring, which includes the steps as following: input super-dimensional data into a system and classify according to the different dimension where the data are; create a super-dimensional unstructured grid river dynamics model based on a characteristic-type high-resolution numerical algorithm; in terms of an efficient parallel algorithm in a super-dimensional fluid splitting scheme, perform intra-dimensional and inter-dimensional calculations; the calculation region is divided into a plurality of sub-regions, each sub-region is mapped on a calculation node on the parallel system structure, the communication between the nodes uses a standard message passing interface, the overlapped parallel optimization technique of calculation and communication in the self-adaptive grid, and the calculation of variables associated with the space is independent. The method in the invention puts the super-dimensional river dynamics into the adaptive grid to execute the efficient parallel calculation of splitting scheme, and simultaneously processes the change of dimension; the method realizes the monitoring of river conveniently, timely and high accurately.

Description

technical field [0001] The present invention mainly relates to a water conservancy dynamics monitoring method, in particular to a parallel computing method based on an adaptive grid, and also to a modeling preprocessing method based on hyperdimensional river dynamics and a new type of River monitoring method based on characteristic high-resolution numerical algorithm and ultra-dimensional unstructured grid river dynamics model. Background technique [0002] The current research on river dynamics in the field of digital watersheds mainly focuses on one-dimensional and two-dimensional to generate simulations of river channels and river networks and carry out planning. The three-dimensional fluid simulation is still immature and in-depth. The commonly used three-dimensional splitting of fluid The efficient parallel computing of the scheme, the differential form of the fluid continuity equation is (ρ)(t)+·(ρμ)=0, where ρ is the fluid density and μ is the velocity. [0003] D...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G06F17/50G06F19/00G06F15/16G01M10/00
Inventor 刘思源文高进樊建平
Owner SHENZHEN INST OF ADVANCED TECH
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