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An optimization design method of rainwater pipe network based on usrams

An optimized design and rainwater pipe technology, applied in the direction of geometric CAD, special data processing applications, etc., can solve problems such as not considering the impact of backwater, and achieve the effect of simple and fast construction process, easy implementation, and guaranteed applicability

Active Publication Date: 2020-07-31
BEIJING UNIV OF TECH
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AI Technical Summary

Problems solved by technology

When using kinematic wave calculation, the water surface slope of the pipeline is equal to the bottom slope of the pipeline, and the maximum flow that can be transported through the pipeline is the value of the normal water flow at full flow of the pipeline. This form of calculation does not consider the influence of backwater, inlet / outlet loss, and water flow. Reverse or pressure flow, also limited to dendritic network layouts

Method used

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  • An optimization design method of rainwater pipe network based on usrams
  • An optimization design method of rainwater pipe network based on usrams
  • An optimization design method of rainwater pipe network based on usrams

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Embodiment Construction

[0035] The concrete implementation process of the present invention is as figure 2 shown, including the following steps:

[0036] (1) According to the new version of "Code for Design of Outdoor Drainage" (GB 50014-2006), the ground water collection time t 1Take 5 to 15 minutes, the design return period P takes 3 to 5 years, the runoff coefficient Ψ is calculated according to the weighted average method of various ground areas, the reduction coefficient m is taken as 1, and the parameters of the rainstorm intensity formula are selected from local parameters. Use the existing Hongye municipal pipeline design software to complete the preliminary design of the rainwater pipe network, and output the rainwater pipe network hydraulic calculation table in .xls format and the rainwater pipe network layout in .dwg format.

[0037] (2) Paste the rainwater pipe network information in the rainwater pipe network hydraulic calculation table in .xls format obtained from the preliminary desi...

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Abstract

An USRAMS-based optimization design method of a rainwater pipe network belongs to the crossing field of drainage pipe line design and hydraulic models. Aiming at the imperfection of the rational formula method and the requirements of the new version Outdoor Drainage Specifications, the invention is based on rainwater pipe network design data to establish a USRAMS rainwater pipe network hydraulic model; kinematic wave is adopted for simulating calculation; pipe section overload is used as the verification standard according to the model results; the design scheme is optimized according to the model results so that the reliability of rainwater pipe network design is increased. The number of required parameters is less and the parameters are easy to obtain; the runoff coefficient and the water catchment time can be directly obtained; the process of establishing models is simple and quick; the model results are reliable; the applicability of the method is guaranteed; the method has operability; complicated programming is not required; steps can be finished by means of present software; the operation is simple and easy; the feasibility of the invention is guaranteed.

Description

technical field [0001] The invention relates to a USRAMS-based rainwater pipe network optimization design method, which belongs to the intersection field of drainage pipe network design and hydraulic model technology. Background technique [0002] The rainwater system design in my country has long used the reasoning formula method combined with the constant uniform flow theory to design and calculate the pipe network. Due to the limitation of its own applicable conditions, this method is only suitable for the design of small areas. When it is applied to large catchment basins, Its calculation accuracy is low. The new version of "Code for Design of Outdoor Drainage" (GB 50014-2006) stipulates that when the catchment area exceeds 2km 2 , the mathematical model method should be used to check and adjust the rainwater design scheme. With the release of the new version of the outdoor drainage code, model technology has begun to be promoted in my country, such as MIKE URBAN of the...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): G06F30/15
CPCG06F30/15
Inventor 周玉文娄富豪刘子龙张静刘原卢兴超吴献平
Owner BEIJING UNIV OF TECH
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