CIESC Journal ›› 2019, Vol. 70 ›› Issue (6): 2386-2396.DOI: 10.11949/j.issn.0438-1157.20181087
• Process safety • Previous Articles Next Articles
Xingguo LEI(),Qingfeng WANG(),Zhong LI
Received:
2018-09-27
Revised:
2019-01-27
Online:
2019-06-05
Published:
2019-06-05
Contact:
Qingfeng WANG
通讯作者:
王庆锋
作者简介:
<named-content content-type="corresp-name">雷兴国</named-content>(1994—),男,硕士研究生,<email>leixingguobuct@163.com</email>
基金资助:
CLC Number:
Xingguo LEI, Qingfeng WANG, Zhong LI. Multi-level grey dynamic evaluation of external corrosion of pipelines based on cooperative game[J]. CIESC Journal, 2019, 70(6): 2386-2396.
雷兴国, 王庆锋, 李中. 基于合作博弈的管道外腐蚀多层次灰色动态评价[J]. 化工学报, 2019, 70(6): 2386-2396.
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URL: https://hgxb.cip.com.cn/EN/10.11949/j.issn.0438-1157.20181087
测点 | B1 | B2 | B3 | B4 | ||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
C11/ (Ω·m) | C12/ mV | C13/ mV | C14 | C15/ % | C16/ % | C17/ % | C18/ % | C21/ (dB·km-1) | C22/ (kΩ·m2) | C31/ V | C41/ mV | C42/ V | ||||||||
1 | 6.36 | -625 | 324 | 8.67 | 11.79 | 0.32 | 0.11 | 1.26 | 33 | 0.10 | -0.933 | 38 | 0.038 | |||||||
2 | 3.77 | -624 | 325 | 8.36 | 10.24 | 0.45 | 0.31 | 2.28 | 31 | 0.10 | -1.034 | 20 | 0.012 | |||||||
3 | 5.65 | -618 | 315 | 8.82 | 15.31 | 0.35 | 0.12 | 1.40 | 32 | 0.10 | -1.038 | 55 | 0.075 | |||||||
4 | 8.92 | -603 | 319 | 8.68 | 16.75 | 0.45 | 0.21 | 1.98 | 31 | 0.10 | -1.077 | 503 | 0.235 | |||||||
5 | 2.89 | -637 | 315 | 8.84 | 13.65 | 0.32 | 0.20 | 1.55 | 31 | 2.60 | -0.570 | 89 | 0.017 | |||||||
6 | 9.42 | -521 | 333 | 7.68 | 14.25 | 0.05 | 0.05 | 0.32 | 52 | 1.70 | -1.200 | — | — | |||||||
7 | 12..53 | -462 | 367 | 7.85 | 13.78 | 0.11 | 0.11 | 0.37 | 38 | 0.10 | -0.900 | — | — |
Table 1 Measured values of indexes of external corrosion of buried pipelines
测点 | B1 | B2 | B3 | B4 | ||||||||||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
C11/ (Ω·m) | C12/ mV | C13/ mV | C14 | C15/ % | C16/ % | C17/ % | C18/ % | C21/ (dB·km-1) | C22/ (kΩ·m2) | C31/ V | C41/ mV | C42/ V | ||||||||
1 | 6.36 | -625 | 324 | 8.67 | 11.79 | 0.32 | 0.11 | 1.26 | 33 | 0.10 | -0.933 | 38 | 0.038 | |||||||
2 | 3.77 | -624 | 325 | 8.36 | 10.24 | 0.45 | 0.31 | 2.28 | 31 | 0.10 | -1.034 | 20 | 0.012 | |||||||
3 | 5.65 | -618 | 315 | 8.82 | 15.31 | 0.35 | 0.12 | 1.40 | 32 | 0.10 | -1.038 | 55 | 0.075 | |||||||
4 | 8.92 | -603 | 319 | 8.68 | 16.75 | 0.45 | 0.21 | 1.98 | 31 | 0.10 | -1.077 | 503 | 0.235 | |||||||
5 | 2.89 | -637 | 315 | 8.84 | 13.65 | 0.32 | 0.20 | 1.55 | 31 | 2.60 | -0.570 | 89 | 0.017 | |||||||
6 | 9.42 | -521 | 333 | 7.68 | 14.25 | 0.05 | 0.05 | 0.32 | 52 | 1.70 | -1.200 | — | — | |||||||
7 | 12..53 | -462 | 367 | 7.85 | 13.78 | 0.11 | 0.11 | 0.37 | 38 | 0.10 | -0.900 | — | — |
指 标 | 评价指标取值的等级划分 | ||||
---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |
C11/(Ω·m) | > 200 | 50—200 | 15—50 | 5—15 | < 5 |
C12/mV | >-150 | -150—-300 | -300—-450 | -450—-550 | < -550 |
C13/mV | > 400 | 300—400 | 200—300 | 100—200 | < 100 |
C14 | 8.5—10 | 7.0—8.5 | 5.5—7.0 | 4.5—5.5 | < 4.5 |
C15/% | < 3 | 3—7 | 7—10 | 10—12 | 12—25 |
C16/% | < 0.01 | 0.01—0.05 | 0.05—0.10 | 0.10—0.75 | > 0.75 |
C17/% | < 0.01 | 0.01—0.04 | 0.04—0.08 | 0.08—0.65 | > 0.65 |
C18/% | < 0.05 | 0.05—0.15 | 0.15—0.35 | 0.35—0.75 | > 0.75 |
C21/(dB·km-1) | < 20 | 20—30 | 30—35 | 35—50 | > 50 |
C22/(kΩ·m2) | > 10 | 5—10 | 3—5 | 1—3 | < 1 |
C31/V | < -1.5 | -0.95—-1.5 | -0.9—-0.95 | -0.85—-0.9 | > -0.85 |
C41/mV | < 20 | 20—60 | 60—100 | 100—200 | >200 |
C42/V | < 4 | 4—6 | 6—10 | 10—20 | > 20 |
Table 2 Classification criteria for evaluation indexes of corrosion influence factors
指 标 | 评价指标取值的等级划分 | ||||
---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |
C11/(Ω·m) | > 200 | 50—200 | 15—50 | 5—15 | < 5 |
C12/mV | >-150 | -150—-300 | -300—-450 | -450—-550 | < -550 |
C13/mV | > 400 | 300—400 | 200—300 | 100—200 | < 100 |
C14 | 8.5—10 | 7.0—8.5 | 5.5—7.0 | 4.5—5.5 | < 4.5 |
C15/% | < 3 | 3—7 | 7—10 | 10—12 | 12—25 |
C16/% | < 0.01 | 0.01—0.05 | 0.05—0.10 | 0.10—0.75 | > 0.75 |
C17/% | < 0.01 | 0.01—0.04 | 0.04—0.08 | 0.08—0.65 | > 0.65 |
C18/% | < 0.05 | 0.05—0.15 | 0.15—0.35 | 0.35—0.75 | > 0.75 |
C21/(dB·km-1) | < 20 | 20—30 | 30—35 | 35—50 | > 50 |
C22/(kΩ·m2) | > 10 | 5—10 | 3—5 | 1—3 | < 1 |
C31/V | < -1.5 | -0.95—-1.5 | -0.9—-0.95 | -0.85—-0.9 | > -0.85 |
C41/mV | < 20 | 20—60 | 60—100 | 100—200 | >200 |
C42/V | < 4 | 4—6 | 6—10 | 10—20 | > 20 |
准则层指标 | 权重 | 指标层指标 | 数据 (无量纲化) | 专家打分 | 权重 | 关联系数 | |||||
---|---|---|---|---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |||||||
B1 | 0.2634 | C11 | 0.0212 | 0.19 | 0.2038 | 0.4239 | 0.7656 | 0.9428 | 1.0000 | 0.9905 | |
C12 | 0.0000 | 0.09 | 0.0965 | 0.3878 | 0.4872 | 0.6552 | 0.8507 | 1.0000 | |||
C13 | 0.6480 | 0.05 | 0.0409 | 0.7576 | 1.0000 | 0.9082 | 0.6570 | 0.5146 | |||
C14 | 0.8670 | 0.18 | 0.1290 | 1.0000 | 0.9654 | 0.7399 | 0.5997 | 0.5325 | |||
C15 | 0.5284 | 0.22 | 0.2783 | 0.5746 | 0.7126 | 0.8690 | 1.0000 | 0.9826 | |||
C16 | 0.6800 | 0.09 | 0.0484 | 0.6051 | 0.6376 | 0.6835 | 1.0000 | 0.5249 | |||
C17 | 0.8900 | 0.03 | 0.0399 | 0.8247 | 0.8716 | 0.9406 | 1.0000 | 0.4680 | |||
C18 | 0.0000 | 0.15 | 0.1633 | 0.3333 | 0.3585 | 0.4222 | 0.6552 | 1.0000 | |||
B2 | 0.5638 | C21 | 0.4500 | 0.44 | 0.0764 | 0.5332 | 0.8319 | 1.0000 | 0.8813 | 0.4662 | |
C22 | 0.0050 | 0.56 | 0.9236 | 0.3333 | 0.5025 | 0.6306 | 0.8462 | 1.0000 | |||
B3 | 0.1178 | C31 | 0.4665 | 1.00 | 1.0000 | 0.3333 | 0.9434 | 1.0000 | 0.8957 | 0.7735 | |
B4 | 0.0550 | C41 | 0.8480 | 0.67 | 0.6656 | 0.8472 | 1.0000 | 0.8194 | 0.6168 | 0.3812 | |
C42 | 0.9985 | 0.33 | 0.3344 | 1.0000 | 0.7158 | 0.6260 | 0.5005 | 0.3333 |
Table 3 Single factor evaluation results and related basic data of external corrosion of buried pipelines
准则层指标 | 权重 | 指标层指标 | 数据 (无量纲化) | 专家打分 | 权重 | 关联系数 | |||||
---|---|---|---|---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |||||||
B1 | 0.2634 | C11 | 0.0212 | 0.19 | 0.2038 | 0.4239 | 0.7656 | 0.9428 | 1.0000 | 0.9905 | |
C12 | 0.0000 | 0.09 | 0.0965 | 0.3878 | 0.4872 | 0.6552 | 0.8507 | 1.0000 | |||
C13 | 0.6480 | 0.05 | 0.0409 | 0.7576 | 1.0000 | 0.9082 | 0.6570 | 0.5146 | |||
C14 | 0.8670 | 0.18 | 0.1290 | 1.0000 | 0.9654 | 0.7399 | 0.5997 | 0.5325 | |||
C15 | 0.5284 | 0.22 | 0.2783 | 0.5746 | 0.7126 | 0.8690 | 1.0000 | 0.9826 | |||
C16 | 0.6800 | 0.09 | 0.0484 | 0.6051 | 0.6376 | 0.6835 | 1.0000 | 0.5249 | |||
C17 | 0.8900 | 0.03 | 0.0399 | 0.8247 | 0.8716 | 0.9406 | 1.0000 | 0.4680 | |||
C18 | 0.0000 | 0.15 | 0.1633 | 0.3333 | 0.3585 | 0.4222 | 0.6552 | 1.0000 | |||
B2 | 0.5638 | C21 | 0.4500 | 0.44 | 0.0764 | 0.5332 | 0.8319 | 1.0000 | 0.8813 | 0.4662 | |
C22 | 0.0050 | 0.56 | 0.9236 | 0.3333 | 0.5025 | 0.6306 | 0.8462 | 1.0000 | |||
B3 | 0.1178 | C31 | 0.4665 | 1.00 | 1.0000 | 0.3333 | 0.9434 | 1.0000 | 0.8957 | 0.7735 | |
B4 | 0.0550 | C41 | 0.8480 | 0.67 | 0.6656 | 0.8472 | 1.0000 | 0.8194 | 0.6168 | 0.3812 | |
C42 | 0.9985 | 0.33 | 0.3344 | 1.0000 | 0.7158 | 0.6260 | 0.5005 | 0.3333 |
测点 | 关联度 | 评价 结果 | 腐蚀形貌 | 管道外腐蚀程度 | ||||
---|---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | ||||
2 | 0.4401 | 0.6578 | 0.7047 | 0.8055 | 0.8430 | Ⅴ | 两块大面积防腐层损坏,最大面积为350 mm×200 mm。破损点涂层老化,硬化严重,在涂层与管体之间的裂纹处积存大量水溶液 | 大量腐蚀坑,最大坑深0.84 mm |
3 | 0.4335 | 0.6389 | 0.6922 | 0.7958 | 0.8575 | Ⅴ | 防腐层多处破损,硬化严重,在涂层与管体之间的缝隙中积存大量的水溶液 | 管道表面大面积腐蚀,面积为500 mm×250 mm |
4 | 0.3973 | 0.6146 | 0.6578 | 0.7821 | 0.8764 | Ⅴ | 涂层局部损坏 | 管道表面大面积腐蚀 |
5 | 0.3770 | 0.6870 | 0.9277 | 0.9315 | 0.6129 | Ⅳ | 三块大面积防腐层损坏,最大面积为150 mm×100 mm。破损点涂层老化,硬化严重,在涂层与管体之间的裂缝中积存大量的水溶液 | 管道表面大面积腐蚀 |
6 | 0.3665 | 0.5337 | 0.6676 | 0..9525 | 0.9336 | Ⅳ | 一条无防腐层管道与该管道搭接紧密,而且管道外部涂层损坏 | 管道表面大面积腐蚀 |
7 | 0.3413 | 0.5124 | 0.6440 | 0.8564 | 0.9701 | Ⅴ | 管道侧防腐层大面积破损脱落严重,破损脱落面积达1300 mm×300 mm | 管道表面有大量腐蚀坑,最大坑深为1.30 mm |
Table 5 Multi-level grey dynamic evaluation results of external corrosion of buried pipelines
测点 | 关联度 | 评价 结果 | 腐蚀形貌 | 管道外腐蚀程度 | ||||
---|---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | ||||
2 | 0.4401 | 0.6578 | 0.7047 | 0.8055 | 0.8430 | Ⅴ | 两块大面积防腐层损坏,最大面积为350 mm×200 mm。破损点涂层老化,硬化严重,在涂层与管体之间的裂纹处积存大量水溶液 | 大量腐蚀坑,最大坑深0.84 mm |
3 | 0.4335 | 0.6389 | 0.6922 | 0.7958 | 0.8575 | Ⅴ | 防腐层多处破损,硬化严重,在涂层与管体之间的缝隙中积存大量的水溶液 | 管道表面大面积腐蚀,面积为500 mm×250 mm |
4 | 0.3973 | 0.6146 | 0.6578 | 0.7821 | 0.8764 | Ⅴ | 涂层局部损坏 | 管道表面大面积腐蚀 |
5 | 0.3770 | 0.6870 | 0.9277 | 0.9315 | 0.6129 | Ⅳ | 三块大面积防腐层损坏,最大面积为150 mm×100 mm。破损点涂层老化,硬化严重,在涂层与管体之间的裂缝中积存大量的水溶液 | 管道表面大面积腐蚀 |
6 | 0.3665 | 0.5337 | 0.6676 | 0..9525 | 0.9336 | Ⅳ | 一条无防腐层管道与该管道搭接紧密,而且管道外部涂层损坏 | 管道表面大面积腐蚀 |
7 | 0.3413 | 0.5124 | 0.6440 | 0.8564 | 0.9701 | Ⅴ | 管道侧防腐层大面积破损脱落严重,破损脱落面积达1300 mm×300 mm | 管道表面有大量腐蚀坑,最大坑深为1.30 mm |
指标 | 关联度 | 权重 | 评价结果 | ||||
---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |||
A | 0.4328 | 0.6404 | 0.7334 | 0.8434 | 0.8809 | Ⅴ | |
B1 | 0.5603 | 0.6909 | 0.7693 | 0.8636 | 0.8689 | 0.2634 | Ⅴ |
B2 | 0.3486 | 0.5277 | 0.6588 | 0.8488 | 0.9592 | 0.5638 | Ⅴ |
B3 | 0.3333 | 0.9434 | 1.0000 | 0.8957 | 0.7735 | 0.1178 | Ⅲ |
B4 | 0.8983 | 0.9050 | 0.7547 | 0.5779 | 0.3652 | 0.0550 | Ⅱ |
Table 4 Multi-level grey dynamic evaluation results of external corrosion of buried pipelines at sits 1
指标 | 关联度 | 权重 | 评价结果 | ||||
---|---|---|---|---|---|---|---|
Ⅰ | Ⅱ | Ⅲ | Ⅳ | Ⅴ | |||
A | 0.4328 | 0.6404 | 0.7334 | 0.8434 | 0.8809 | Ⅴ | |
B1 | 0.5603 | 0.6909 | 0.7693 | 0.8636 | 0.8689 | 0.2634 | Ⅴ |
B2 | 0.3486 | 0.5277 | 0.6588 | 0.8488 | 0.9592 | 0.5638 | Ⅴ |
B3 | 0.3333 | 0.9434 | 1.0000 | 0.8957 | 0.7735 | 0.1178 | Ⅲ |
B4 | 0.8983 | 0.9050 | 0.7547 | 0.5779 | 0.3652 | 0.0550 | Ⅱ |
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