Method, system and equipment for determining reuse of in-service pipeline and medium

Through the classification of in-service pipelines and the preset status evaluation system score, the problem of lack of tunnel old evaluation methods in China has been solved, and the accuracy and engineering benefits of pipeline reuse are improved.

CN119130447APending Publication Date: 2024-12-13PIPECHINA SOUTH CHINA CO +1
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Patent Information

Application Number
CN202411056835.9
Authority / Receiving Office
CN · China
Patent Type
Applications(China)
Current Assignee / Owner
Filing Date
2024-08-02
Publication Date
2024-12-13

AI Technical Summary

Technical Problem

The lack of scientific and complete tunnel improvement assessment methods in China has led to a lack of guidance on tunnel improvement work in the construction of long-distance pipelines, affecting the project cycle and investment benefits.

Method used

By dividing in-service pipelines, collecting basic evaluation parameters, using a preset status evaluation system to determine the score and level, and repeatedly dividing the pipe sections that do not meet the conditions until it is determined whether the pipeline can be reused.

Benefits of technology

It improves the accuracy and pertinence of the Lizhu score, accurately determines whether the pipeline can be reused, and saves construction cycle and engineering investment.

✦ Generated by Eureka AI based on patent content.

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Abstract

The invention discloses an in-service pipeline reuse determination method, system, equipment and medium, and relates to the technical field of in-service pipeline tunnel old utilization evaluation, and the method comprises the steps: determining basic evaluation parameters corresponding to each pipe section of a to-be-determined in-service pipeline; determining an index score corresponding to each index in the basic evaluation parameters in any pipe section through a preset state evaluation system, and determining an old utilization score corresponding to the pipe section based on all the index scores; judging old utilization grades corresponding to all the pipe sections according to the old utilization grade corresponding to each pipe section, re-dividing the pipe sections of which the old utilization grades do not meet a preset condition to obtain a plurality of sub-pipe sections, taking the plurality of sub-pipe sections as the plurality of pipe sections, repeatedly executing until the length of the sub-pipe sections is smaller than a preset length, and according to the old utilization grade corresponding to each pipe section, determining the old utilization grade corresponding to each pipe section. And judging whether the to-be-determined in-service pipeline can be reused or not. According to the method, whether the in-service pipeline can be reused or not can be more accurately judged.
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Description

Background Art

[0002] With the development of the national economy, the routes that can be selected for long-distance pipelines are often unique due to planning and terrain restrictions. It has become a trend for long-distance pipeline construction to use existing tunnels to lay new pipelines, or to consider reserving new tunnels when building new ones. Reusing the original tunnels to lay new pipelines can solve the problem of route uniqueness, and can reduce the damage to surface vegetation, greatly reduce the damage to surface vegetation caused by long-distance pipeline construction, and protect the ecological environment. At the same time, reusing the original tunnel sections to lay new pipelines, without the need to build new tunnels, can greatly save the construction period of long-distance pipeline construction, and correspondingly save engineering investment. Therefore, tunnel reuse has the advantages of saving engineering construction period and engineering investment.

[0003] Since there is no evaluation method for tunnel reuse in China at present, with the development of domestic long-distance pipeline construction, a scientific and complete tunnel reuse evaluation system is urgently needed to guide the implementation of tunnel reuse in future domestic long-distance pipeline construction. Therefore, it is necessary to carry out relevant research on tunnel reuse and establish a tunnel reuse evaluation method. Summary of the invention

[0004] The technical problem to be solved by the present invention is to address the deficiencies of the prior art and specifically provide a method, system, device and medium for determining the reuse of an in-service pipeline, as follows:

[0005] 1) In the first aspect, the present invention provides a method for determining the reuse of an in-service pipeline, and the specific technical solution is as follows:

[0006] S1, dividing the pipeline to be determined in service into multiple pipe sections, and collecting basic evaluation parameters corresponding to each pipe section;

[0007] S2, by using a preset status evaluation system, determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section, and determine the reuse score corresponding to the pipe section based on all indicator scores;

[0008] S3, judging the corresponding reuse grades of all pipe segments according to the reuse score corresponding to each pipe segment, and re-dividing the pipe segments whose reuse grades do not meet the preset conditions to obtain multiple sub-pipe segments, and repeatedly executing S1 and S2 with the multiple sub-pipe segments as the multiple pipe segments in S1 until the length of the sub-pipe segment is less than the preset length, and judging whether the in-service pipeline to be determined can be reused according to the reuse grade corresponding to each pipe segment.

[0009] The beneficial effects of the method for determining the reuse of an in-service pipeline provided by the present invention are as follows:

[0010] By classifying the in-service pipelines to be determined, the accuracy of subsequent reuse scores can be improved. At the same time, determining the reuse level based on the reuse score is more targeted and can more accurately determine whether the in-service pipelines can be reused.

[0011] Based on the above solution, the present invention can also be improved as follows.

[0012] Furthermore, S3 also includes:

[0013] When the reuse levels corresponding to all pipe sections meet the preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

[0014] Furthermore, the preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

[0015] Furthermore, according to the reuse score corresponding to each pipe section, the process of determining the reuse level corresponding to all pipe sections is as follows:

[0016] Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipe section is determined, and the target grade is used as the reuse grade corresponding to the pipe section.

[0017] 2) In the second aspect, the present invention also provides a system for determining the reuse of in-service pipelines, and the specific technical solution is as follows:

[0018] The division module is used to: divide the pipeline to be determined in service into multiple pipe sections, and collect the basic evaluation parameters corresponding to each pipe section;

[0019] The determination module is used to: determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section through a preset state evaluation system, and determine the reuse score corresponding to the pipe section based on all indicator scores;

[0020] The repetition module is used to: determine the reuse levels corresponding to all pipe segments according to the reuse score corresponding to each pipe segment, and re-divide the pipe segments whose reuse levels do not meet the preset conditions to obtain multiple sub-pipe segments, and use the multiple sub-pipe segments as multiple pipe segments in the division module to repeatedly execute the division module and the determination module until the length of the sub-pipe segment is less than the preset length, and determine whether the in-service pipeline to be determined can be reused according to the reuse level corresponding to each pipe segment.

[0021] Based on the above solution, the present invention can also be improved as follows.

[0022] Furthermore, the repeating module also includes:

[0023] When the reuse levels corresponding to all pipe sections meet the preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

[0024] Furthermore, the preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

[0025] Furthermore, according to the reuse score corresponding to each pipe section, the process of determining the reuse level corresponding to all pipe sections is as follows:

[0026] Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipeline section is determined, and the target grade is used as the reuse grade corresponding to the pipeline section.

[0027] 3) In a third aspect, the present invention further provides an electronic device, comprising a processor, wherein the processor is coupled to a memory, wherein at least one computer program is stored in the memory, and the at least one computer program is loaded and executed by the processor so that the electronic device implements any of the above methods.

[0028] 4) In a fourth aspect, the present invention further provides a computer-readable storage medium, wherein at least one computer program is stored in the computer-readable storage medium, and the at least one computer program is loaded and executed by a processor so that a computer implements any of the above methods.

[0029] It should be noted that the beneficial effects achieved by the technical solutions of the second to fourth aspects of the present invention and the corresponding possible implementation methods can be found in the above-mentioned technical effects of the first aspect and its corresponding possible implementation methods, and will not be repeated here. BRIEF DESCRIPTION OF THE DRAWINGS

[0030] Other features, objects and advantages of the present invention will become more apparent from the detailed description of non-limiting embodiments made with reference to the following drawings:

[0031] Figure 1 A flow chart of a method for determining the reuse of an in-service pipeline according to an embodiment of the present invention;

[0032] Figure 2 The present invention is a structural framework diagram of an electronic device. DETAILED DESCRIPTION

[0033] In order to make the objectives, technical solutions and advantages of the present invention more clear, the embodiments of the present invention will be further described in detail below with reference to the accompanying drawings.

[0034] like Figure 1 As shown, a method for determining the reuse of an in-service pipeline according to an embodiment of the present invention includes the following steps:

[0035] S1, dividing the pipeline to be determined in service into multiple pipe sections, and collecting basic evaluation parameters corresponding to each pipe section;

[0036] S2, by using a preset status evaluation system, determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section, and determine the reuse score corresponding to the pipe section based on all indicator scores;

[0037] S3, judging the corresponding reuse grades of all pipe segments according to the reuse score corresponding to each pipe segment, and re-dividing the pipe segments whose reuse grades do not meet the preset conditions to obtain multiple sub-pipe segments, and repeatedly executing S1 and S2 with the multiple sub-pipe segments as the multiple pipe segments in S1 until the length of the sub-pipe segment is less than the preset length, and judging whether the in-service pipeline to be determined can be reused according to the reuse grade corresponding to each pipe segment.

[0038] The beneficial effects of the method for determining the reuse of an in-service pipeline provided by the present invention are as follows:

[0039] By classifying the in-service pipelines to be determined, the accuracy of subsequent reuse scores can be improved. At the same time, determining the reuse level based on the reuse score is more targeted and can more accurately determine whether the in-service pipelines can be reused.

[0040] S1, divide the pipeline to be determined in service into multiple sections, and collect the basic evaluation parameters corresponding to each section. Among them:

[0041] The division principle can be: divide the tunnel target evaluation section into sections of 100m, and sections less than 100m are regarded as a separate section.

[0042] Basic evaluation parameters include but are not limited to: (1) Karst: When there is no cave in the target section, the radius in the table is filled with "0" and the distance is filled with "10", indicating that there is no karst influence; when there are multiple caves, the data of the cave closest to the tunnel is taken as the indicator data; when multiple caves are at the same distance from the tunnel, the radius and distance of the cave with the largest radius are taken as the indicator data; when caves exist in more than two target evaluation sections, the cave data are assigned to all target sections.

[0043] (2) Fault crushing zone: When there is no fault crushing zone in the target segment, the fault dip and crushing zone width in the table are filled with "0", indicating that there is no influence of the fault crushing zone; when there is a fault crushing zone, the fault dip and crushing zone width of the fault crushing zone are used as indicator data; when the fault crushing zone exists in two or more target segments, the fault dip of all target segments adopts the same value, and the crushing zone width is the intersection width of the crushing zone and each target segment.

[0044] (3) Lining cracks: When there are multiple cracks in the target section, the crack with the largest depth ratio, the crack with the largest width, and the crack with the longest length are used as the index data of the lining cracks. When a lining crack spans two or more target sections, the crack data of all target sections spanned by the crack are used to compare with the cracks in the current section to select parameter data.

[0045] (4) Water leakage: The number of water seepage points in the target section is used as the basic data of water leakage in that section. When the water leakage area is large and spans two or more target sections, first determine whether the water leakage is point-like or surface-like. If the water leakage is point-like, the number of water leakage points in the section where the water leakage point is located is increased by 1. If the water leakage is surface-like, the number of water seepage points recorded in all the sections involved is increased by 1.

[0046] (5) Strength degradation: When there are multiple strength detection sections in the target section, the minimum ratio of actual strength to design strength is taken as the basic data for strength degradation.

[0047] (6) Insufficient lining thickness: When there are multiple insufficient lining thickness locations in the target tunnel section survey line, the minimum ratio of actual thickness to design thickness is taken as the basic data for insufficient lining thickness.

[0048] (7) Cavity behind the primary branch: When there are two or more cavities, the data corresponding to the cavity with the largest circumferential length, the largest radial depth, and the largest longitudinal length are used as the data of the segment; when the cavity exists in two or more target segments, it is divided according to its contact with each target segment, and the cavity in each segment is regarded as an independent single cavity, and the data is determined according to the above selection principles.

[0049] (8) Section intrusion limit: When there are multiple section intrusion limits in the target section, the one with the largest intrusion limit is taken as the section intrusion limit data.

[0050] (9) Floor uplift: When there are multiple floor uplift locations in the target section, the location with the largest uplift amount is taken as the floor uplift data.

[0051] (10) Quality inspection: The inspection data of condition level is derived from the technical condition score of the tunnel civil structure determined in the most recent tunnel inspection report. Since a tunnel has only one technical condition score of the civil structure, this score is used as the basic data for quality inspection of all target sections.

[0052] (11) Disease control: If disease control is carried out in the target area, the corresponding score is 100; if disease control is not carried out, the corresponding score is the condition grade score.

[0053] S2, through the preset status evaluation system, determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section, and determine the reuse score corresponding to the pipe section based on all indicator scores. Among them:

[0054] The preset status evaluation system is as follows: by considering the indicator construction principles, the direct impact on the tunnel structure, the weight of the evaluation indicators and the determinability of the standards, the indicators at all levels are determined. The indicators include: 17 third-level indicators, 11 second-level indicators, and 3 first-level indicators.

[0055] The three first-level indicators include: external environment, entity structure, and operation and maintenance;

[0056] The 11 secondary indicators include: karst, fault fracture zone, lining cracks, water leakage, strength degradation, insufficient lining thickness, voids behind primary support, section intrusion, floor uplift, quality inspection, and disease control;

[0057] The 17 third-level indicators include: pipeline radius, distance, fault inclination, broken zone width, length, width, depth ratio, number of penetration points, residual degree, thinning ratio, circumferential length, radial depth, longitudinal length, intrusion limit, heave amount, condition level, and maintenance and reinforcement.

[0058] The process of determining the reuse score corresponding to the pipe section based on all indicator scores is as follows:

[0059] 1. Scoring of the radius of the cave and the distance between the cave and the tunnel:

[0060]

[0061]

[0062] In the formula: x1 is the radius of the cave (m); y1 is the score of the radius of the cave; x2 is the distance between the cave and the tunnel (m); y2 is the score of the distance between the cave and the tunnel.

[0063] 2. Fault dip and fracture zone width scoring:

[0064]

[0065]

[0066] In the formula: x3—fault dip (°); y3—fault dip score; x4—fracture zone width (m); y4—fracture zone width score.

[0067] 3. Scoring of lining crack length, width and depth ratio:

[0068]

[0069]

[0070]

[0071] In the formula: x5—crack length (m); y5—crack length score; x6—crack width (mm); y6—crack width score; x7—crack thickness ratio; y7—crack thickness ratio score.

[0072] 4. Penetration Points

[0073]

[0074] In the formula: x8—penetration points (pieces); y8—penetration points score.

[0075] 5. Lining deterioration residual degree scoring

[0076]

[0077] In the formula: x9—strength residual; y9—strength residual score.

[0078] 6. Score for lining under-thickness reduction ratio

[0079]

[0080] Where: x 10 —Thinning ratio; y 10 —Thinning ratio score.

[0081] 7. Scoring of the circumferential length, radial depth and longitudinal length of the cavity behind the primary support

[0082]

[0083]

[0084]

[0085] Where: x 11 —Circumferential length of the cavity behind the primary support (m); 11 —The score of the circumferential length of the cavity behind the primary support; x 12 —Radial depth of the cavity behind the primary support (cm); 12 — radial depth score of the cavity behind the primary branch; x 13 —Longitudinal length of the cavity behind the primary support (m); 13 —The longitudinal length score of the cavity behind the primary support.

[0086] 8. Score of cross-section intrusion limit

[0087]

[0088] Where: x 14 —Sectional penetration limit (cm); y 14 —Sectional intrusion limit score.

[0089] 9. Base plate uplift score

[0090]

[0091] Where: x 15 —Bottom plate bulge (mm); y 15 —Score for the amount of baseplate rise.

[0092] Calculate the evaluation score for each section:

[0093]

[0094] When the tunnel is divided into n sections, the final score value LJ is calculated according to the formula:

[0095]

[0096] S ci They represent the scores of the 17 indicators of the sub-indicator layer of the i-th section of the tunnel, W Ci represents the weight of the third-level indicator, and Si represents the overall score of the ith section.

[0097] S3, judging the corresponding reuse grades of all pipe segments according to the reuse score corresponding to each pipe segment, and re-dividing the pipe segments whose reuse grades do not meet the preset conditions to obtain multiple sub-pipe segments, and repeatedly executing S1 and S2 with the multiple sub-pipe segments as the multiple pipe segments in S1 until the length of the sub-pipe segment is less than the preset length, and judging whether the in-service pipeline to be determined can be reused according to the reuse grade corresponding to each pipe segment.

[0098] According to the reuse score corresponding to each pipe section, the process of judging the reuse level corresponding to all pipe sections is as follows:

[0099] The reuse score corresponding to each pipe section is determined by Table 1.

[0100] Table 1

[0101]

[0102] Meeting the preset conditions means that the evaluation level is above Level III.

[0103] The preset length refers to a pre-set length, which may be 10 cm.

[0104] If during the repetitive process, a sub-segment fails to meet the preset conditions after repeated processing, the sub-segment will be determined to be unreusable, and the location information corresponding to the sub-segment and an alarm notification that it cannot be reused will be issued, and a final judgment will be made manually to determine whether it can be reused.

[0105] Furthermore, S3 also includes:

[0106] When the reuse levels corresponding to all pipe sections meet the preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

[0107] Furthermore, the preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

[0108] Furthermore, according to the reuse score corresponding to each pipe section, the process of determining the reuse level corresponding to all pipe sections is as follows:

[0109] Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipeline section is determined, and the target grade is used as the reuse grade corresponding to the pipeline section.

[0110] In the above embodiments, although the steps are numbered S1, S2, etc., these are only specific embodiments given by the present invention. Those skilled in the art may adjust the execution order of S1, S2, etc. according to actual conditions, which is also within the protection scope of the present invention. It can be understood that in some embodiments, some or all of the above embodiments may be included.

[0111] Embodiment 1, a method for determining the reuse of an in-service pipeline, comprising the following steps:

[0112] (i) Divide the pipeline tunnel into sections;

[0113] The tunnel target evaluation section is divided into sections of 100m, and sections less than 100m are regarded as a separate section;

[0114] (ii) Determine the pipeline tunnel condition assessment system;

[0115] By considering the indicator construction principles, the direct impact on the tunnel structure, the weight of the evaluation indicators and the determinability of the standards, the indicators at all levels are determined, including: 17 third-level indicators, 11 second-level indicators, and 3 first-level indicators;

[0116] (iii) Determine basic data based on the three-level index selection principle for pipeline tunnels;

[0117] (iv) Determine the score of each indicator according to the three-level indicator classification standard for each section of the pipeline tunnel;

[0118] Determine the grading standards and corresponding scoring intervals of the three-level indicators based on literature and specification research, field research, numerical simulation and model testing, and use linear interpolation to score the three-level indicators based on the data obtained in step (iii);

[0119] (v) Calculate the tunnel reuse score for each section of the pipeline tunnel and for the entire tunnel;

[0120] Calculate the scores of the third-level indicator data of each section of the target tunnel obtained in step (iv) to obtain a tunnel reuse score of the target tunnel;

[0121] (vi) Determine the level of pipeline and tunnel reuse and determine whether it can be reused;

[0122] The tunnel reuse score obtained in step (v) is evaluated and divided into four levels, I to IV, according to whether the tunnel can be reused.

[0123] (vii) The unusable sections are divided into sections with an interval of 10m. Sections less than 10m are treated as a separate section and the above steps ii to vi are repeated.

[0124] 1. In step (iii), the principles for determining the third-level indicator data refer to the contents included in the basic evaluation parameters.

[0125] 2. In step (iv), the three-level indicator classification standards and corresponding scoring ranges are as follows:

[0126] (1) Karst

[0127] Table 2 Cave radius classification standards and scoring

[0128] Grading Ⅰ Ⅱ Ⅲ Ⅳ Cave radius / m ≥0,≤1 >1,≤2 >2,≤3 >3,≤5 Points ≥85,≤100 ≥77,<85 ≥66,<77 ≥0,<66

[0129] Table 3 Classification standards and scoring of distances between caves and tunnels

[0130]

[0131] (2) Fault fracture zone

[0132] Table 4 Fault dip classification standards and scoring

[0133]

[0134]

[0135] Table 5 Classification standard and scoring of broken zone width

[0136]

[0137] (3) Lining cracks

[0138] Table 6 Crack length classification standards and scoring

[0139]

[0140] Table 7 Crack width classification standards and scoring

[0141]

[0142] Table 8 Crack depth classification standards and scoring

[0143] Grading Ⅰ Ⅱ Ⅲ Ⅳ Depth Ratio ≥0,≤0.25 >0.25,≤0.375 >0.375,≤0.5 >0.5 Points ≥71,≤100 ≥37,<71 ≥0,<37 0

[0144] (4) Water leakage

[0145] Table 9 Penetration point classification standards and scoring

[0146]

[0147]

[0148] (5) Strength deterioration

[0149] Table 10 Residual degree classification standards and scoring

[0150]

[0151] (6) Lining is not thick enough

[0152] Table 11 Thinning ratio classification standards and scoring

[0153] Grading Ⅰ Ⅱ Ⅲ Ⅳ Actual thickness / design thickness ≥0.9,≤1 ≥0.75,<0.9 ≥0.6,<0.75 <0.6 Points ≥74,≤100 ≥39,<74 ≥0,<39 0

[0154] (7) Hollow behind the first branch

[0155] Table 12 Classification standards and scoring of the circumferential length of the cavity behind the primary support

[0156] Grading Ⅰ Ⅱ Ⅲ Ⅳ Circumferential length / m ≥0,≤1 >1,≤2 >2,≤3 >3,≤6.3 Points ≥91,≤100 ≥80,<91 ≥66,<80 ≥0,<66

[0157] Table 13 Classification standard and scoring of radial depth of cavity behind primary support

[0158] Grading Ⅰ Ⅱ Ⅲ Ⅳ Radial depth / cm ≥0,≤10 >10,≤30 >30,≤50 >50,≤100 Points ≥88,≤100 ≥75,<88 ≥66,<75 ≥0,<66

[0159] Table 14 Classification standards and scoring of the longitudinal length of the cavity behind the primary support

[0160]

[0161]

[0162] (8) Sectional intrusion limit

[0163] Table 15 Classification standards and scoring of intrusion limits

[0164] Grading Ⅰ Ⅱ Ⅲ Ⅳ Section penetration limit / cm 0~1 1~2 2~3 3~5 Points ≥90 ≥80,<90 ≥66,<80 <66

[0165] (9) Bottom plate bulge

[0166] Table 16 Uplift grading standards and scoring

[0167] Grading Ⅰ Ⅱ Ⅲ Ⅳ Deformation / mm ≥0,≤20 >20,≤50 >50,≤100 >100,≤200 Points ≥90,≤100 ≥80,<90 ≥66,<80 <66

[0168] (10) Quality Inspection

[0169] Table 17 Condition level classification and classification standards

[0170] Grading Ⅰ Ⅱ Ⅲ Ⅳ Ⅴ Technical status classification Category I Category II Category III Category IV Category V Points ≥85 ≥70,<85 ≥55,<70 ≥40,<55 <40

[0171] (11) Disease control

[0172] Table 18 Governance history classification standards and scoring

[0173] Grading Ⅰ Ⅱ describe Governance No governance Points 100 The most recent technical status score

[0174] 3. In step (iv), the three-level indicator classification standards and the expressions between the corresponding assignment zones are detailed in the process of determining the corresponding reuse score of the pipeline section based on the scores of all indicators.

[0175] 4. In step (vi), the calculation formula for calculating the scores of the third-level index data of each section of the target tunnel obtained in step (v) is as follows:

[0176] Calculate the evaluation score for each section:

[0177]

[0178] When the tunnel is divided into n sections, the final score is calculated according to the formula:

[0179]

[0180] S C1 , S C2 …S C17 They represent the scores of the 17 indicators of the sub-indicator layer of the i-th section of the tunnel, W C1 , W C2 …W C17 It represents the weight of the third-level indicator, and Si represents the overall score of the ith section.

[0181] 5. In step (vi), the tunnel reuse evaluation grade standards are shown in Table 1.

[0182] Example 2 A tunnel is 345m long and is divided into sections of 100m. Sections less than 100m are listed as a separate section, with a total of 4 sections. Section 1 to Section 4 refer to mileage pile numbers k0+000 to k0+345 respectively.

[0183] 1. The basic data determined according to the three-level index selection principle of pipeline tunnels are as follows

[0184] External Environment:

[0185] Karst, as shown in Table 19.

[0186]

[0187] Fault fracture zone, as shown in Table 20.

[0188]

[0189]

[0190] Main structure

[0191] (1) Lining cracks, as shown in Table 21.

[0192]

[0193] (2) Leakage water, as shown in Table 22.

[0194]

[0195] (3) Strength degradation, as shown in Table 23.

[0196]

[0197] (4) The lining is not thick enough, as shown in Table 24.

[0198]

[0199] (5) The back of the first branch is hollow, as shown in Table 25.

[0200]

[0201] (6) Section intrusion limit, as shown in Table 26.

[0202]

[0203] (7) Bottom plate bulge, as shown in Table 27.

[0204]

[0205] Operation and maintenance

[0206] (1) Quality inspection, as shown in Table 28.

[0207]

[0208] (2) Disease control, as shown in Table 29.

[0209]

[0210]

[0211] According to Tables 1 to 17 and formulas (1) to (15), the scores of the three-level index data of each section of the tunnel are obtained. The results are shown in Table 30:

[0212]

[0213] According to formulas (16) and (17), the tunnel reuse scores of each section and the overall pipeline tunnel are calculated. The results are shown in Table 31:

[0214]

[0215] Determine the tunnel reuse level based on Table 18 and judge whether it can be reused. The results are shown in Table 32:

[0216]

[0217] The present invention also provides a system for determining the reuse of in-service pipelines, and the specific technical solution is as follows:

[0218] The division module is used to: divide the pipeline to be determined in service into multiple pipe sections, and collect the basic evaluation parameters corresponding to each pipe section;

[0219] The determination module is used to: determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section through a preset state evaluation system, and determine the reuse score corresponding to the pipe section based on all indicator scores;

[0220] The repetition module is used to: determine the reuse levels corresponding to all pipe segments according to the reuse score corresponding to each pipe segment, and re-divide the pipe segments whose reuse levels do not meet the preset conditions to obtain multiple sub-pipe segments, and use the multiple sub-pipe segments as multiple pipe segments in the division module to repeatedly execute the division module and the determination module until the length of the sub-pipe segment is less than the preset length, and determine whether the in-service pipeline to be determined can be reused according to the reuse level corresponding to each pipe segment.

[0221] Based on the above solution, the present invention can also be improved as follows.

[0222] Furthermore, the repeating module also includes:

[0223] When the reuse levels corresponding to all pipe sections meet the preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

[0224] Furthermore, the preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

[0225] Furthermore, according to the reuse score corresponding to each pipe section, the process of determining the reuse level corresponding to all pipe sections is as follows:

[0226] Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipeline section is determined, and the target grade is used as the reuse grade corresponding to the pipeline section.

[0227] It should be noted that the beneficial effects of the system for determining the reuse of an in-service pipeline provided in the above embodiment are the same as the beneficial effects of the method for determining the reuse of an in-service pipeline provided in the above embodiment, which will not be described in detail here. In addition, when the system provided in the above embodiment realizes its functions, only the division of the above functional modules is used as an example. In actual applications, the above functions can be assigned to different functional modules as needed, that is, the system can be divided into different functional modules according to actual conditions to complete all or part of the functions described above. In addition, the system and method embodiments provided in the above embodiment belong to the same concept, and the specific implementation process is detailed in the method embodiment, which will not be described in detail here.

[0228] like Figure 2 As shown, an electronic device 300 according to an embodiment of the present invention includes a processor 320, the processor 320 is coupled to a memory 310, and the memory 310 stores at least one computer program 330, and the at least one computer program 330 is loaded and executed by the processor 320, so that the electronic device 300 implements any of the above methods, specifically:

[0229] The electronic device 300 may have relatively large differences due to different configurations or performances, and may include one or more processors 320 (Central Processing Units, CPU) and one or more memories 310, wherein the one or more memories 310 store at least one computer program 330, and the at least one computer program 330 is loaded and executed by the one or more processors 320, so that the electronic device 300 implements a method for determining the reuse of an in-service pipeline provided in the above embodiment. Of course, the electronic device 300 may also have components such as a wired or wireless network interface, a keyboard, and an input and output interface for input and output, and the electronic device 300 may also include other components for realizing the functions of the device, which will not be repeated here.

[0230] A computer-readable storage medium according to an embodiment of the present invention stores at least one computer program, and the at least one computer program is loaded and executed by a processor so that a computer implements any one of the above methods.

[0231] Optionally, the computer-readable storage medium may be a read-only memory (ROM), a random access memory (RAM), a compact disc (CD-ROM), a magnetic tape, a floppy disk, an optical data storage device, and the like.

[0232] In an exemplary embodiment, a computer program product or a computer program is also provided, the computer program product or the computer program comprising computer instructions, the computer instructions being stored in a computer-readable storage medium. A processor of an electronic device reads the computer instructions from the computer-readable storage medium, and the processor executes the computer instructions, so that the electronic device performs any of the above methods.

[0233] It should be noted that the terms "first", "second", etc. in the specification and claims of the present application are used to distinguish similar objects and represent the definition of a specific order or sequence. The order of use of similar objects can be interchanged where appropriate, so that the embodiments of the present application described herein can be implemented in an order other than the order shown or described.

[0234] Those skilled in the art know that the present invention can be implemented as a system, method or computer program product. Therefore, the present disclosure can be specifically implemented in the following forms, namely: it can be complete hardware, it can be complete software (including firmware, resident software, microcode, etc.), or it can be a combination of hardware and software, which is generally referred to as "circuit", "module" or "system" herein. In addition, in some embodiments, the present invention can also be implemented in the form of a computer program product in one or more computer-readable media, and the computer-readable medium contains computer-readable program code.

[0235] Any combination of one or more computer-readable media may be used. A computer-readable medium may be a computer-readable signal medium or a computer-readable storage medium. A computer-readable storage medium may be, for example, but not limited to, an electrical, magnetic, optical, electromagnetic, infrared, or semiconductor system, device, or device, or any combination thereof. More specific examples (a non-exhaustive list) of computer-readable storage media include: an electrical connection with one or more wires, a portable computer disk, a hard disk, a random access memory (RAM), a read-only memory (ROM), an erasable programmable read-only memory (EPROM or flash memory), an optical fiber, a portable compact disk read-only memory (CD-ROM), an optical storage device, a magnetic storage device, or any suitable combination thereof. In this document, a computer-readable storage medium may be any tangible medium containing or storing a program that may be used by or in conjunction with an instruction execution system, device, or device.

[0236] Although the embodiments of the present invention have been shown and described above, it is to be understood that the above embodiments are exemplary and are not to be construed as limitations of the present invention. A person skilled in the art may change, modify, replace and vary the above embodiments within the scope of the present invention.

Claims

1. A method for determining the reuse of an in-service pipeline, characterized in that: include: S1, dividing the pipeline to be determined in service into multiple pipe sections, and collecting basic evaluation parameters corresponding to each pipe section; S2, by using a preset status evaluation system, determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section, and determine the reuse score corresponding to the pipe section based on all indicator scores; S3, judging the corresponding reuse grades of all pipe segments according to the reuse score corresponding to each pipe segment, and re-dividing the pipe segments whose reuse grades do not meet the preset conditions to obtain multiple sub-pipe segments, and repeatedly executing S1 and S2 with the multiple sub-pipe segments as the multiple pipe segments in S1 until the length of the sub-pipe segment is less than the preset length, and judging whether the in-service pipeline to be determined can be reused according to the reuse grade corresponding to each pipe segment.

2. A method for determining the reuse of an in-service pipeline according to claim 1, characterized in that: The S3 also includes: When the reuse levels corresponding to all pipe sections meet preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

3. The method for determining the reuse of an in-service pipeline according to claim 1, characterized in that: The preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

4. The method for determining the reuse of an in-service pipeline according to claim 1, characterized in that: According to the reuse score corresponding to each pipe section, the process of judging the reuse level corresponding to all pipe sections is as follows: Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipe section is determined, and the target grade is used as the reuse grade corresponding to the pipe section.

5. A system for determining the reuse of in-service pipelines, characterized in that: include: The division module is used to: divide the pipeline to be determined in service into multiple pipe sections, and collect the basic evaluation parameters corresponding to each pipe section; The determination module is used to: determine the indicator score corresponding to each indicator in the basic evaluation parameters in any pipe section through a preset state evaluation system, and determine the reuse score corresponding to the pipe section based on all indicator scores; The repetition module is used to: determine the reuse levels corresponding to all pipe segments according to the reuse score corresponding to each pipe segment, and re-divide the pipe segments whose reuse levels do not meet the preset conditions to obtain multiple sub-pipe segments, and use the multiple sub-pipe segments as multiple pipe segments in the division module to repeatedly execute the division module and the determination module until the length of the sub-pipe segment is less than the preset length, and determine whether the in-service pipeline to be determined can be reused according to the reuse level corresponding to each pipe segment.

6. A system for determining the reuse of in-service pipelines according to claim 5, characterized in that: The repeating module also includes: When the reuse levels corresponding to all pipe sections meet preset conditions, the in-service pipeline to be determined is determined as an in-service pipeline that is allowed to be reused.

7. The system for determining the reuse of in-service pipelines according to claim 5, characterized in that: The preset status evaluation system has a three-layer structure, and the three-layer structure corresponds to the primary index, the secondary index and the tertiary index respectively.

8. The system for determining the reuse of in-service pipelines according to claim 5, characterized in that: According to the reuse score corresponding to each pipe section, the process of judging the reuse level corresponding to all pipe sections is as follows: Based on the preset grade range, the target grade corresponding to the reuse score corresponding to each pipe section is determined, and the target grade is used as the reuse grade corresponding to the pipe section.

9. An electronic device, characterized in that: The electronic device comprises a processor, the processor is coupled to a memory, at least one computer program is stored in the memory, and the at least one computer program is loaded and executed by the processor so that the electronic device implements the method according to any one of claims 1 to 4.

10. A computer-readable storage medium, characterized in that: The computer-readable storage medium stores at least one computer program, and the at least one computer program is loaded and executed by a processor so that a computer implements the method according to any one of claims 1 to 4.