Rapid water supply network model correction method for adjusting node flows and pipeline resistance coefficients at same time

A technology of pipeline resistance and node flow, applied in the field of municipal engineering and urban water supply pipe network, can solve the problems of affecting model accuracy, excessive node flow correction value, poor pipe network node flow accuracy, etc., and achieves the effect of fast calculation speed

A technology of pipeline resistance and node flow, applied in the field of municipal engineering and urban water supply pipe network, can solve the problems of affecting model accuracy, excessive node flow correction value, poor pipe network node flow accuracy, etc., and achieves the effect of fast calculation speed

CN107563007AActive Publication Date: 2018-01-09ZHEJIANG UNIV

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  • Rapid water supply network model correction method for adjusting node flows and pipeline resistance coefficients at same time
  • Rapid water supply network model correction method for adjusting node flows and pipeline resistance coefficients at same time
  • Rapid water supply network model correction method for adjusting node flows and pipeline resistance coefficients at same time

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Embodiment Construction

[0041] seefigure 1 , the specific implementation steps of the present invention are as follows:

[0042] (1) Input relevant parameters: observed value of pressure monitoring point h=[h 1 ,h 1 ,..., h NH ](NH is the number of pressure monitoring points, h i Indicates the observed value of the i-th pressure monitoring point), the observed value of the flow monitoring point q=[q 1 ,q 2 ,...,q NQ ](NQ is the number of flow monitoring points, q j Indicates the observed value of the jth flow monitoring point), the adjustment error of the pipeline resistance coefficient ε 1 , Node flow adjustment error ε 2 , the maximum number of iterations K, the adjustment range of pipeline resistance coefficient c, and the adjustment range of node flow d.

[0043] (2) Pipeline resistance coefficients are grouped and initialized: First, pipe resistance coefficients are grouped according to pipe characteristics (pipe material, pipe age, pipe diameter), and the pipe resistance coefficient gro...

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Abstract

The invention provides a rapid water supply pipe network model correction method for adjusting node flows and pipeline resistance coefficients at the same time. The method comprises the following steps of: grouping and initializing pipeline resistance coefficients; grouping and initializing node flows; calculating a residual error between an observed value at a monitoring point and a calculated value; calculating a pipe network monitoring point sensitivity matrix; calculating a parameter adjustment value; and updating a parameter value. The method has originality, is an important supplement inthe field of water supply pipe network model correction research, provides important technical support for intelligent online monitoring and management of water supply pipe networks, and has good population value and practical engineering application value.

Description

technical field [0001] The invention relates to the fields of municipal engineering and urban water supply pipe network. Background technique [0002] In recent years, with the growth of population and the development of urbanization, the structure of my country's urban water supply network system has become increasingly complex, resulting in difficulties in the operation and management of the water supply network, low operating efficiency, serious leakage, frequent pipe bursts, and high energy consumption for water supply. In order to solve these problems, it is necessary to establish a hydraulic model of the water supply network. With the help of the analysis of the hydraulic model, the intelligent management of the operation of the pipeline network can be realized, and it is of great importance to improve the operation efficiency of the pipeline network, reduce the leakage of the pipeline network, and save the energy consumption of the pumping station. meaning. [0003] ...

Claims

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Application Information

Patent Timeline
09 Jan 2018
Publication
CN107563007A
IPC
G06F17/50; G06Q50/06; G06Q50/26
Inventors
郑飞飞; 张清周