A Fault Diagnosis Method for Pump Station Units Based on CWT-MHA-CNN Model for Sustainable Operation of Inter-Basin Water Transfer Projects
Abstract
1. Introduction
- (1)
- CWT transmutes vibrational features and temporal data from pump station bearings into 2D image formats, aligning with CNN processing strengths and furnishing robust diagnostic inputs.
- (2)
- MHA bolsters temporal coherence, counteracting CNN shortcomings in sequential data handling, curbing parameter bloat and data loss, and adeptly tracking system dynamics to address fault progression timelines.
- (3)
- CNN refinements include batch normalisation post-convolution for training stability and dropout post-full-connection to avert overfitting. Crucially, the SE attention mechanism after the second convolutional layer prioritises salient features via channel-wise weighting, elevating diagnostic precision.
2. A Fault Diagnosis Model for Pump Station Units Based on Deep Learning
2.1. Continuous Wavelet Transform (CWT)
2.2. Improved Convolutional Neural Network (CNN)
2.2.1. SE Attention Mechanism Module
2.2.2. Improve the Structure and Parameters of CNN
2.3. Multi Head Attention Mechanism (MHA)
2.3.1. MHA Structure
2.3.2. MHA Processes Data
2.4. CWT-MHA-CNN Fault Diagnosis Flow
3. Data Processing
3.1. Collection of Fault Data for Pump Station Units
3.2. Construction of Fault Samples
3.3. Subsection
- (1)
- Accuracy
- (2)
- Standardized mutual information(NMI)
- (3)
- Davidson Boding Index(DBI)
- (4)
- Silhouette Coefficient(SIL)
4. Experimental Evidence
- (1)
- The first comparative experiment involves comparing the proposed model with the three aforementioned comparative models using raw data input;
- (2)
- The second group is a comparison between the proposed model and the three comparison models mentioned above, using the constructed fault samples containing noise as inputs.
4.1. Data Conversion Through CWT Method
4.2. Analysis of Diagnostic Results from Different Models
4.3. Analysis of Diagnostic Results of Different Models for Noisy Fault Samples
4.4. Failure Mode Analysis
5. Conclusions
- (1)
- During the training of the original fault samples, the CWT-MHA-CNN model proposed in this paper demonstrated excellent performance, with an average accuracy of 98.79%. It is worth noting that the model also achieved satisfactory performance in distinguishing between operating conditions 5 and 9 with similar features, which further confirms its strong classification ability. In addition, by using t-SNE dimensionality reduction visualization technology, we observed that the CWT-MHA-CNN model has excellent clustering performance, which provides strong support for its stability and reliability in practical applications.
- (2)
- The CWT-MHA-CNN model has demonstrated excellent noise resistance. When diagnosing noisy fault signals with a signal-to-noise ratio of −8 to 8 dB, we observed that the accuracy of the CWT-MHA-CNN model was 92.54%, 94.97%, 95.54%, 96.13%, 97.51%, 97.61%, 98.02%, 98.53%, and 98.73%, respectively. This series of accuracy data fully proves that the diagnostic method proposed in this article can still maintain stable and reliable performance in the actual operating environment of pumping station units. Even in situations with severe noise interference, the CWT-MHA-CNN model can still accurately identify fault signals. This ensures that the diagnostic method proposed in this article remains stable and reliable in the actual operation of pumping station units.
- (3)
- The effectiveness and superiority of the CWT-MHA-CNN model in fault mode analysis were demonstrated by visualizing the MHA and Conv2d_1, Conv2d_2, Dense1, and Dense2 layers during the training process of fault samples belonging to condition 4 using CWT-MHA-CNN. This provides a reference for effectively constructing diagnostic models for pump station units and is of great significance for ensuring the safe operation of pump station units.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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| Network Layer | Description | Output Feature Map Size |
|---|---|---|
| Input layer | Input data | 256 × 256 × 3 |
| Convolution layer (C1) + BN layer | 6 Filter 5 × 5 | 256 × 256 × 6 |
| Pooling layer (P1) | Filter 2 × 2 | 128 × 128 × 6 |
| Convolution layer (C2) + BN layer | 16 Filter, 5 × 5 | 128 × 128 × 16 |
| Pooling layer (P2) | Filter 2 × 2 | 64 × 64 × 16 |
| SE layer (S1) | _ | 64 × 64 × 16 |
| Fully connected layer (F1) | 128 nodes, Dropout = 0.5 | 128 × 65,536 |
| Fully connected layer (F2) | 64 nodes, Dropout = 0.5 | 64 × 128 |
| Fully connected layer (F3) | 12 nodes | 12 × 64 |
| Output layer | _ | 12 × 1 |
| Learning rate | 0.0001 |
| Fault Type | Speed | Number of Samples | Fault Severity | Category |
|---|---|---|---|---|
| rotor parallel misalignment (C) | 1000 | 36,000 | 0.07 | 0 |
| rotor parallel misalignment (C) | 1500 | 36,000 | 0.14 | 1 |
| rotor parallel misalignment (C) | 2000 | 36,000 | 0.21 | 2 |
| rotor-stator friction (PM) | 1000 | 36,000 | 0.07 | 3 |
| rotor-stator friction (PM) | 2000 | 36,000 | 0.14 | 4 |
| rotor-stator friction (PM) | 2500 | 36,000 | 0.21 | 5 |
| rotor-stator friction (PM) | 3000 | 36,000 | 0.28 | 6 |
| misalignment and friction coupling fault (PMC) | 1000 | 36,000 | 0.07 | 7 |
| misalignment and friction coupling fault (PMC) | 1500 | 36,000 | 0.14 | 8 |
| misalignment and friction coupling fault (PMC) | 2000 | 36,000 | 0.21 | 9 |
| misalignment and friction coupling fault (PMC) | 2500 | 36,000 | 0.28 | 10 |
| misalignment and friction coupling fault (PMC) | 3000 | 36,000 | 0.35 | 11 |
| Category | CNN | LSTM | GRU | CWT-MHA-CNN |
|---|---|---|---|---|
| 0 | 97.63 | 98.18 | 98.47 | 99.33 |
| 1 | 94.38 | 93.54 | 95.23 | 98.64 |
| 2 | 94.36 | 96.81 | 96.76 | 98.59 |
| 3 | 95.24 | 95.37 | 94.72 | 98.77 |
| 4 | 96.39 | 95.44 | 96.47 | 99.62 |
| 5 | 92.25 | 94.12 | 94.24 | 98.13 |
| 6 | 93.26 | 96.32 | 95.25 | 98.66 |
| 7 | 94.87 | 95.63 | 95.88 | 99.01 |
| 8 | 95.11 | 96.53 | 96.09 | 99.84 |
| 9 | 91.43 | 92.55 | 93.29 | 96.73 |
| 10 | 95.48 | 96.72 | 96.75 | 98.68 |
| 11 | 95.27 | 96.68 | 97.02 | 99.25 |
| AUG | 94.64 | 95.66 | 95.85 | 98.79 |
| Model | NMI | DBI | SIL |
|---|---|---|---|
| CNN | 0.832 | 0.21 | 0.814 |
| LSTM | 0.867 | 0.14 | 0.873 |
| GRU | 0.885 | 0.11 | 0.882 |
| CWT-MHA-CNN | 0.928 | 0.04 | 0.917 |
| Accuracy | SNR (dB) | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| −8 | −6 | −4 | −2 | 0 | 2 | 4 | 6 | 8 | |
| CNN | 32.53 | 42.93 | 51.42 | 64.23 | 73.44 | 80.25 | 88.56 | 91.32 | 94.32 |
| LSTM | 54.26 | 61.53 | 73.26 | 79.21 | 86.51 | 88.69 | 91.63 | 93.45 | 95.36 |
| GRU | 63.53 | 75.25 | 81.64 | 85.57 | 89.63 | 91.22 | 92.77 | 94.27 | 95.17 |
| MHA-CWT-CNN | 92.54 | 94.97 | 95.54 | 96.13 | 97.51 | 97.61 | 98.02 | 98.53 | 98.73 |
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Ren, H.; Zhang, T.; Tian, Q.; Yang, H.; Tian, Y.; Guo, L.; Ren, K. A Fault Diagnosis Method for Pump Station Units Based on CWT-MHA-CNN Model for Sustainable Operation of Inter-Basin Water Transfer Projects. Sustainability 2025, 17, 11383. https://doi.org/10.3390/su172411383
Ren H, Zhang T, Tian Q, Yang H, Tian Y, Guo L, Ren K. A Fault Diagnosis Method for Pump Station Units Based on CWT-MHA-CNN Model for Sustainable Operation of Inter-Basin Water Transfer Projects. Sustainability. 2025; 17(24):11383. https://doi.org/10.3390/su172411383
Chicago/Turabian StyleRen, Hongkui, Tao Zhang, Qingqing Tian, Hongyu Yang, Yu Tian, Lei Guo, and Kun Ren. 2025. "A Fault Diagnosis Method for Pump Station Units Based on CWT-MHA-CNN Model for Sustainable Operation of Inter-Basin Water Transfer Projects" Sustainability 17, no. 24: 11383. https://doi.org/10.3390/su172411383
APA StyleRen, H., Zhang, T., Tian, Q., Yang, H., Tian, Y., Guo, L., & Ren, K. (2025). A Fault Diagnosis Method for Pump Station Units Based on CWT-MHA-CNN Model for Sustainable Operation of Inter-Basin Water Transfer Projects. Sustainability, 17(24), 11383. https://doi.org/10.3390/su172411383
