阅读说明：本技术 一种供水管道泄漏点模拟系统 (Leakage point simulation system for water supply pipeline ) 是由 胡群芳 王飞 李�杰 孙桐 赫磊 于 2021-01-12 设计创作，主要内容包括：本发明涉及一种供水管道泄漏点模拟系统,该系统包括：模拟泄露管道：根据实际破损形态进行设计并在试验管道上直接加工破损点后成型；泄漏控制装置：用以控制试验管网上漏泄点的启闭,模拟同一管网上各种类型、各种破损状态组合下的管内流动状态；模拟回填土装置：用以模拟泄漏点在不同土质的外环境中泄漏点流场的变化。与现有技术相比,本发明具有高度还原泄漏点特征、模拟管道泄漏后周边土体环境、模拟管道泄漏时管道内流体的流场分布、试验效率高等优点。(The invention relates to a water supply pipeline leakage point simulation system, which comprises: simulating a leakage pipeline: designing according to the actual damage form, directly processing the damage point on the test pipeline, and then forming; a leakage control device: the device is used for controlling the opening and closing of leakage points on a test pipe network and simulating the flow state in the pipe network under various types and various damage state combinations on the same pipe network; simulating a backfill device: the method is used for simulating the change of the leakage point flow field in the external environment with different soil textures. Compared with the prior art, the invention has the advantages of high reduction leakage point characteristic, simulation of the surrounding soil environment after the pipeline leaks, simulation of the flow field distribution of fluid in the pipeline when the pipeline leaks, high test efficiency and the like.)

1. A water supply pipeline leak point simulation system, comprising:

simulating a leakage pipeline: designing according to the actual damage form, directly processing a damage point (102) on the test pipeline (101) and then forming;

a leakage control device: the device is used for controlling the opening and closing of leakage points on a test pipe network and simulating the flow state in the pipe network under various types and various damage state combinations on the same pipe network;

simulating a backfill device: the method is used for simulating the change of the leakage point flow field in the external environment with different soil textures.

2. A water supply pipeline leak point simulation system as claimed in claim 1, wherein the failure point (102) is configured to be a single or a plurality of holes, cracks, shaped failure points and combinations of holes, cracks and shaped failure points according to experimental requirements and possible failure modes during actual operation of the pipeline.

3. A water supply pipeline leakage point simulation system according to claim 1, wherein the leakage control device comprises a flange three-way half joint (201) and a valve, the flange three-way half joint (201) is arranged at the position of the breakage point (102) and is connected with the valve through a flange, and the caliber of a water diversion port of the system is larger than the breakage size of the pipeline and is the same as the caliber of the valve.

4. A water supply pipeline leak simulation system as claimed in claim 3, wherein the valve is used to control the opening and closing of the breakage point (102), the aperture of the valve is determined by the water pressure in the test pipeline (101) and the shape of the breakage point (102), and when the simulated backfill is not considered, the water jet from the breakage point (102) can directly flow out of the leak simulation system without contacting the valve.

5. A water supply pipeline leak point simulation system as claimed in claim 3, wherein the valve, when opened, does not affect the flow of water through the leak, in particular a ball valve (203).

6. The water supply pipeline leakage point simulation system according to claim 1, wherein the simulated backfill device is arranged in a water diversion port of the flange tee half joint (201), is tightly attached to a damaged pipe wall, and consists of a wrapping filter screen (302) and simulated backfill (301) filled in the wrapping filter screen (302).

7. A water supply pipeline leak point simulation system as claimed in claim 6, wherein when soil surrounding the simulated pipeline failure point is excavated, the simulated backfill device is not provided.

8. A water supply pipeline leakage point simulation system according to claim 1, wherein the water outlet of the leakage control device is directed to the side, above or below the test pipeline (101), and the influence of water falling on the leakage point is taken into account when the water outlet is directed to the upper side, and whether the valve is conveniently controlled to be opened or closed is taken into account when the water outlet is directed to the lower side.

9. The water supply pipeline leakage point simulation system of claim 1, wherein the system is adapted to simulate the flow field distribution of fluid in the pipeline during a pipeline leak, to restore the pressure wave, sound, flow and vibration characteristics of the fluid during a pipeline leak, and to perform pipeline leakage tests based on the pressure, sound field, flow, wall damage and vibration characteristics.

10. A water supply pipeline leak point simulation system as claimed in claim 1, wherein the method of testing the system comprises:

before testing, firstly determining the damage condition of a test pipeline according to a test scheme, determining the diameter and the position of a leakage hole for a single hole-shaped leakage point, and determining the length, the width, the inclination angle and the position of a leakage crack for a crack leakage point;

when the damage points are designed, a plurality of damage points are longitudinally arranged on a test pipeline, each damage point controls whether the damage point is opened or not through an independent leakage control device, when the leakage control device is closed, the damage point is equivalent to a perfect pipeline, the flow field in the pipeline is the same as the flow field in the perfect pipeline, the damage point is directly used as the perfect pipeline in a pipeline leakage test considering pipeline flow, pressure, leakage sound and leakage vibration, and processing traces of the inner wall of the pipeline can be found in an peeping detection test;

when the sizes of the flange tee half joint and the valve are selected, for hole-shaped leakage points, leakage water flow is in a straight column shape and does not contact with a leakage control device, for crack-shaped leakage points, the leakage water flow is diffused, and at the moment, the leakage control device needs to reserve enough space to enable the leakage point water flow to freely leak under various pressures;

during the design test, the condition that the peripheral soil body changes under different media of the test pipeline is considered, for a sandy soil environment, the peripheral soil body is hollowed under the influence of leakage water flow, the influence of the leakage soil on a leakage point is not considered at the moment, the simulated backfill soil is not designed, the water flow directly leaves the pipeline from the leakage point, when the environment laid around the pipeline is clay or gravel, the peripheral soil of the pipeline is not hollowed, and the simulated backfill soil is set to be the clay or gravel close to the pipe wall.

Technical Field

The invention relates to the technical field of water supply pipeline tests, in particular to a water supply pipeline leakage point simulation system.

Background

The water supply pipeline is an important component in national infrastructure construction and closely related to functional requirements and safety states of urban production, life and the like, so that detection of leakage of the water supply pipeline is also an important subject, and a pipeline leakage detection test is an important research method for development of a water supply pipeline leakage detection technology.

However, in the existing pipeline leakage detection experiment, the design of the leakage point is usually only to simply open a slot and punch a hole on the pipe wall according to the shape of the damaged point, or to connect a small-bore branch and control the branch by a valve, the damaged point of the pipe is always in an open state and cannot be controlled, and the latter changes the flow field mode of the damaged point when the pipeline is damaged, which is not an ideal design of the damaged point, therefore, it has very important significance to design a water supply pipeline leakage point simulation system which can not affect the flow field of the pipeline leakage point and can freely control the opening and closing of the pipeline leakage point.

Disclosure of Invention

The invention aims to overcome the defects of the prior art and provide a water supply pipeline leakage point simulation system.

The purpose of the invention can be realized by the following technical scheme:

a water supply pipeline leak point simulation system, the system comprising:

simulating a leakage pipeline: designing according to the actual damage form, directly processing the damage point on the test pipeline, and then forming;

a leakage control device: the device is used for controlling the opening and closing of leakage points on a test pipe network and simulating the flow state in the pipe network under various types and various damage state combinations on the same pipe network;

simulating a backfill device: the method is used for simulating the change of the leakage point flow field in the external environment with different soil textures.

The form of the damaged point is determined according to the test requirement and the damaged form possibly generated in the actual operation of the pipeline, and the damaged point comprises single or multiple holes, cracks, special-shaped damaged points and the combination of the holes, the cracks and the special-shaped damaged points.

The leakage control device is composed of a flange three-way half joint and a valve, wherein the flange three-way half joint is arranged at the position of a damaged point and is connected with the valve through a flange, and the caliber of a water diversion opening of the flange three-way half joint is larger than the damaged size of a pipeline and is the same as the caliber of the valve.

The valve is used for controlling the opening and closing of the damaged point, the caliber of the valve is determined by the water pressure in the test pipeline and the form of the damaged point, and when the simulated backfill soil is not considered, the water column sprayed out of the damaged point can directly flow out of the leakage point simulation system without contacting the valve.

When the valve is opened, the water flow of the leakage port is not influenced, and a ball valve is specifically adopted.

The simulated backfilling device is arranged in a water diversion port of the flange tee joint Hafu joint, is tightly attached to the damaged pipe wall, and consists of a wrapped filter screen and simulated backfilling soil filled in the wrapped filter screen.

When the soil around the simulation pipeline damage point is hollowed out, the simulation backfill device is not arranged.

The delivery port of the leakage control device faces the side, the upper part or the lower part of the test pipeline, the influence of water flow falling on a leakage point needs to be considered when the test pipeline faces upward, and whether the valve is convenient to control to be opened or closed needs to be considered when the test pipeline faces downward.

The system realizes the simulation of the flow field distribution of the fluid in the pipeline when the pipeline leaks, reduces the characteristics of pressure wave, sound, flow and vibration generated by the fluid when the pipeline leaks, and is suitable for the pipeline leakage test based on the characteristics of pressure, sound field, flow, pipe wall damage and vibration.

The test method applying the system comprises the following steps:

before testing, firstly determining the damage condition of a test pipeline according to a test scheme, determining the diameter and the position of a leakage hole for a single hole-shaped leakage point, and determining the length, the width, the inclination angle and the position of a leakage crack for a crack leakage point;

when the damage points are designed, a plurality of damage points are longitudinally arranged on a test pipeline, each damage point controls whether the damage point is opened or not through an independent leakage control device, when the leakage control device is closed, the damage point is equivalent to a perfect pipeline, the flow field in the pipeline is the same as the flow field in the perfect pipeline, the damage point is directly used as the perfect pipeline in a pipeline leakage test considering pipeline flow, pressure, leakage sound and leakage vibration, and processing traces of the inner wall of the pipeline can be found in an peeping detection test;

when the sizes of the flange tee half joint and the valve are selected, for hole-shaped leakage points, leakage water flow is in a straight column shape and does not contact with a leakage control device, for crack-shaped leakage points, the leakage water flow is diffused, and at the moment, the leakage control device needs to reserve enough space to enable the leakage point water flow to freely leak under various pressures;

during the design test, the condition that the peripheral soil body changes under different media of the test pipeline is considered, for a sandy soil environment, the peripheral soil body is hollowed under the influence of leakage water flow, the influence of the leakage soil on a leakage point is not considered at the moment, the simulated backfill soil is not designed, the water flow directly leaves the pipeline from the leakage point, when the environment laid around the pipeline is clay or gravel, the peripheral soil of the pipeline is not hollowed, and the simulated backfill soil is set to be the clay or gravel close to the pipe wall.

Compared with the prior art, the invention has the following advantages:

firstly, the invention can be designed according to the common leakage point types of the actual pipelines, and the leakage point characteristics, such as the combination of a single leakage point and multiple leakage points, the size, the shape, the position characteristics and the like of the leakage point, are highly reduced.

The invention can realize the environmental simulation of the peripheral soil body after the pipeline leakage, including the simulation of actual conditions such as different types of soil bodies and whether the soil body is hollowed.

The method can realize the simulation of the flow field distribution of the fluid in the pipeline when the pipeline leaks, reduce the characteristics of pressure waves, sound, flow and vibration generated by the fluid when the pipeline leaks, and is suitable for the pipeline leakage test based on the characteristics of pressure, sound field, flow, pipe wall damage and vibration.

And fourthly, the opening and closing states of the leakage points are effectively controlled in real time by setting the leakage control device, so that the test efficiency of the leakage test of the water supply pipeline can be greatly improved on the basis of restoring the actual leakage mode of the water supply pipeline.

Drawings

FIG. 1 is a cross-sectional view of a water supply pipeline leak point simulation system with simulated backfill (ball valve open).

FIG. 2 is a cross-sectional view of a water supply pipeline leak point simulation system without simulated backfill (ball valve open).

Fig. 3 is a schematic structural diagram of the present invention.

The notation in the figure is:

101. the method comprises the steps of testing pipelines, 102, breakage points, 201, flange tee half joints, 202, flange joints, 203, ball valves, 301, simulating backfill, 302 and wrapping filter screens.

Detailed Description

In order to make the objects, features and embodiments of the present invention clearer, the following detailed description of the present invention will be made with reference to the accompanying drawings and specific examples.

Example (b):

as shown in fig. 1-3, the present invention provides a water supply pipeline leakage point simulation system, comprising:

the leakage simulation pipeline, the leakage control device and the backfill simulation device can be designed according to the actual damage form of the pipeline and can be directly processed on the test pipeline 101. The flow state in the pipe is consistent with the actual pipeline damage point when the leakage control device is opened, the test pipeline is the same as a lossless pipeline when the leakage control device is closed, the number of the leakage points on the test pipe network can be controlled through the leakage control device, the flow state in the pipe under various types and various damage state combinations on the same pipe network can be simulated, and the change of a leakage field of the leakage points in external environments with different soil qualities can be effectively simulated through the back filling device.

In this embodiment, the damaged simulated leakage pipeline is a real pipeline after being processed, and the form of the damaged point 102 to be processed is determined according to the test requirement and the damaged form that may be generated during the actual operation of the pipeline, including but not limited to: single or multiple holes, cracks, shaped failure points, and combinations of the first few failure modes.

Specifically, before testing, the damage condition of the test pipeline is firstly determined according to a test scheme, for example, a single hole-shaped leakage point, the diameter and the position of the leakage hole are determined, and for a crack leakage point, the length, the width, the inclination angle and the position of a leakage crack are determined.

It should be noted that, when the damage point is specifically designed, a plurality of damage points 102 may be longitudinally arranged on the test pipeline 101, each damage point 102 may control whether the damage point is opened or not by an individual leakage control device, when the leakage control device is closed, the damage point is equivalent to a sound pipeline, the flow field in the pipeline is the same as the flow field in the sound pipeline, and the pipeline may be directly used as a sound pipeline in a pipeline leakage test considering the flow rate, pressure, leakage sound and leakage vibration of the pipeline. However, in the peep detection test, the machining trace of the inner wall of the pipeline can still be found.

In the present invention, the main function of the leakage control device is to determine whether the pipe breakage point is activated, and when the breakage point 102 is opened, the leakage control device cannot affect the leakage process of the medium in the pipe and cannot generate new sound or vibration, so that the leaked water flow cannot contact the leakage control device.

Specifically, the flange three-way half-joint 201 and valve size are selected to take into account the leakage patterns at various pressures. For hole-shaped leakage points, leakage water flow is in a straight column shape and is not suitable to be contacted with a leakage control device generally, but for crack-shaped leakage points, the leakage water flow can be diffused, and at the moment, the leakage control device can reserve enough space to allow the leakage point water flow to leak freely under various pressures.

The simulation backfill device is composed of a wrapping filter screen 302 and an inner filling simulation backfill 301, and the type of the simulation backfill 301 is designed according to test requirements. The simulation backfill device is fixed in a water diversion port of the flange tee half joint 201 and is fixed and tightly attached to a damaged pipe wall. When the soil around the damaged point of the pipeline is considered to be hollowed out, the simulation backfill device is not required to be arranged.

Specifically, when designing a test, the surrounding environment of a leakage point of the test pipeline is considered, and whether the surrounding soil body of the test pipeline changes under different media is considered. For example, for a sandy soil environment, under the influence of leakage water flow, the surrounding soil body is hollowed out, and the influence of the leakage soil on a leakage point is not considered at the moment, so that a simulated backfill is not designed, and the water flow directly leaves a pipeline from the leakage point. And when the laying environment around the pipeline is clay or gravel, considering that the soil around the pipeline is not hollowed, simulating backfill soil as the clay or gravel close to the pipe wall.

The water supply pipeline leakage point simulation system can simulate the flow field distribution of fluid in the pipeline when the pipeline leaks, so that the characteristics of pressure waves, sound, flow, vibration and the like generated by the fluid when the pipeline leaks can be reduced, and the water supply pipeline leakage point simulation system can be used for pipeline leakage tests based on the characteristics of pressure, sound field, flow, pipe wall damage, vibration and the like.