Intelligent grading judgment method for drainage facility safety protection
A technology for drainage facilities and determination methods, which is applied in the fields of instruments, data processing applications, calculations, etc., can solve the problems of different cognition levels of drainage facilities, large differences in the age of drainage facilities construction, and wide distribution of drainage facilities.
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Embodiment 1
[0196] Example 1: The pipeline parameters are as follows:
[0197]
[0198] 1) Weight calculation
[0199] Synthetic weight of pipeline parameters W=weight of Ci relative to Bij*weight of Bij relative to Ai*weight of Ai relative to A. See the specific calculation method Figure 7 . Figure 7 The numbers in parentheses are the weights of each factor.
[0200] Composition weight of section size W1=0.266*0.066*0.192=0.0034
[0201] Synthetic weight of aging condition W2=0.138*0.105*0.192=0.0028
[0202] Composition weight of structural defects W3=0.236*0.239*0.165*0.192=0.0018
[0203] Pipe composition weight W4=0.146*0.115*0.192=0.003
[0204] Interface form synthesis weight W5=0.218*0.161*0.192=0.0067
[0205] Basic form synthesis weight W6=0.761*0.152*0.192=0.022
[0206] Combination weight of operating load W7=0.238*0.236*0.192=0.01
[0207] Normalize the individual composite weights:
[0208] W 1 ′ = ...
Embodiment 2
[0244] Example 2: The pipeline parameters are as follows:
[0245]
[0246] 1) Weight calculation
[0247] Synthetic weight of pipeline parameters W=weight of Ci relative to Bij*weight of Bij relative to Ai*weight of Ai relative to A. See the specific calculation method Figure 9 , Figure 9 The numbers in parentheses are the weights of each factor.
[0248] Composition weight of pipe section size W1=0.25*0.066*0.25=0.0041
[0249] Synthetic weight of aging condition W2=0.25*0.105*0.5=0.0131
[0250] Structural defect W3=0.25*0.165*0.7*0.2=0.0058
[0251] Pipe composition weight W4=0.25*0.115*0.65=0.0187
[0252] Interface form synthesis weight W5=0.25*0.161*0.8=0.0322
[0253] Basic synthesis weight W6=0.25*0.152*0.75=0.0285
[0254] Operating load W7=0.25*0.236*0.25=0.0148
[0255] Normalize individual composite weights
[0256] W 1 ′ = W 1 W...
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