Classification of WatSan Technologies Using Machine Learning Techniques
Abstract
:1. Introduction
2. Existing Decision Support Systems
- An article entitled “A decision support system for water resources management: The case study of Mubuku irrigation scheme, Uganda” provided insights on developing a decision support system based on the Mapping System and Services for Canal Operation Techniques (MASSCOTE) approach and the MIKE Hydro Basin model. The model intends to improve water service, increase irrigation efficiency, and meet the country’s economic goals [24].
- A document entitled “Tools to apply a gender approach: The Asian experience” was presented by project managers from rural projects in Asia. It brings together the perspectives of fifteen workshop participants from nine Asian nations. The document aims to share different experiences so that sector staff and organizations can help people in underdeveloped nations in obtaining better access to water and sanitation services [25]. It shows the stages that need to be followed and the work that needs to be carried out before choosing or implementing a water or sanitation technology.
- A general design guideline for building a water DSS has been presented in a document entitled “Decision support system for water distribution management”. The document focuses on needs assessment, generic design for DSS development, and field installation for water technologies. It emphasizes the role of data management, data analysis, simulation, and optimization in the development of DSS [26].
- A guideline was developed by the WHO entitled “Linking technology choice with operation and maintenance in the context of community water supply and sanitation” to help decision-makers to choose technology for water supply and sanitation that can be maintained long enough in developing countries. For many years, while selecting such technologies, technical criteria and initial investments were prioritized, but the operation and maintenance (OM) effect was simply neglected. In this manual, the OM component is added to the selection process because it considers economic, administrative, and environmental factors as critical factors for sustainability [27].
- A document entitled “Choosing an appropriate sanitation system” offers a thorough framework for evaluating and selecting acceptable sanitation technologies based on a set of important criteria. The major goal of the document is to ensure that sanitation systems deployed in low-income nations match the region’s unique demands and problems. Affordability, acceptability, constructability, usefulness, dependability, durability, maintainability, and upgradability are among the factors mentioned in the document [28].
- A document prepared by a group of researchers in Africa entitled “Participatory Decision Making for Sanitation Improvements in Unplanned Urban Settlements in East Africa” offers a multicriterion decision analysis methodology called Proact 2.0. The tool allows scientists, professionals, and policymakers to integrate their knowledge, experiences, and preferences with those of end users, as they do not necessarily favor the most optimal sanitation solution when selecting sanitation technology [29].
- A procedure entitled “Procedure for the Pre-Selection of Sanitation Systems” provides a multicriterion analysis that is based on weighted summing and the notion of sanitation system templates described in the Compendium of Sanitation Systems and Technologies (a database of a diverse spectrum of sanitation technologies). The goal of this procedure is to stimulate conversation about various choices in order to systematically, objectively, and transparently determine feasible sanitation solutions in a common agreement between stakeholders. The procedure also seeks to anticipate how well each solution fulfills relevant features [30].
- A document entitled “Constructing and selecting optimal sustainable sanitation system based on expanded structured decision-making for global sanitation and resources crisis” offers a great technique for selecting the optimal sustainable sanitation system to improve the environment in Beijing’s rural human settlements. The proposed method combines macro-environmental content analysis, compatibility assessment, and multicriterion decision analysis into structured decision making. The method can also be applied to other complicated infrastructure decision-making situations [31].
- A program that gives a thorough list of potential technologies and system configurations, analyzes their local applicability, and assesses their potential for resource recovery and loss is presented in the paper entitled “Closing Water and Nutrient Cycles in Urban Wastewater Management: How to Make an Academic Software Available to General Practice”. The program offers a manageable but varied set of decision possibilities along with the data necessary to rank the alternatives and choose the preferred one in a structured decision-making process [32].
- A software named “SANTIAGO”, which stands for Sanitation System Alternative Generator, was created by Eawag, which is one of the world’s leading aquatic research institutes in Switzerland, to aid engineers and improve the transparency of the selection process. The software suggests a wide variety of locally suitable sanitation system solutions while taking into account a wide array of technology and system options [33].
- A factsheet entitled “Selecting Sustainable Sanitation System” offers an executive overview detailing the important factors to take into account while putting in place a sustainable sanitation system. The sheet affirms that the long-term success of a sanitation system relies on factors such as social acceptance, political support, and suitable financing models. It also highlights the need for holistic and city-wide planning that encompasses the entire area’s sanitation needs [34].
- A report entitled “Sanitation Technology Options” created by the Susana Organization provides a guideline that outlines technical and economic characteristics of the numerous technological options that have shown to be workable for widespread use in the South African environment. The document describes several technical solutions for meeting the requirements for basic sanitation, as well as the operating and maintenance requirements for each of these options. Some of the sustainability needs are also addressed, such as affordability, operation and maintenance, and institutional duties. A basic technological selection guide is also offered; however, each situation should be subject to the local assessment of sustainability and acceptability [35].
3. Proposed Decision Support System
4. Methodology
4.1. Dataset Selection
4.2. Data Preprocessing
4.3. Classifier Selection
4.3.1. Random Forests (RF)
4.3.2. Support Vector Machine (SVM)
4.3.3. Logistic Regression (LR)
4.3.4. Categorical Boosting (CatBoost)
4.3.5. Artificial Neural Networks (ANN)
4.4. Multi-Classes Handling
- Logistic Regression: This model uses a one-vs.-rest approach with the multinomial logistic loss function. In this approach, a separate model is trained for each class to predict whether an instance belongs to that class or not. The class that obtains the highest probability from its respective model is predicted as the output.
- Support Vector Machine (SVM): Like Logistic Regression, SVM also uses a one-vs.-rest approach. In this method, one class is chosen as the positive class, and rest of the classes are grouped together as the negative class. A model is trained for each class following this approach, and the class with the highest decision function output is chosen as the output class.
- Random Forest: Random Forest does not use the one-vs.-rest or one-vs.-one strategy. Instead, it is an ensemble of decision trees that independently vote for the class of an instance. The class with the most votes is chosen as the output.
- CatBoost: This model automatically handles multi-class classification by using a variant of the one-vs.-all scheme. It does so by setting the loss function parameter to MultiClass.
- Neural Network: Neural networks employ a different approach altogether. They make use of the softmax activation function in the output layer to provide the probability of each class. The class with the highest probability is chosen as the output class.
- To evaluate the performance of these models and to obtain a more generalized result, the stratified k-fold cross-validation was used. This method preserves the proportion of each class in every fold, which helps ensure that the cross-validation process used was fair and the results were reliable. The models were evaluated based on their accuracy scores.
4.5. Model Performance Metrics
5. Results and Discussion
5.1. Model 1: Original Dataset
5.2. Model 2: Binary Dataset
5.3. Model 3: Dataset with SMOTE
6. Conclusions
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Abbreviations
ANN | Artificial Neural Network |
CART | Classification and regression trees |
CRL | Capacity Requirement Level |
DSS | Decision support system |
DWS | Drinking water supply |
FN | False negative |
FP | False positive |
GBDT | Gradient Boosted Decision Trees |
LR | Logistic Regression |
N | Total answers for class B |
MASSCOTE | Mapping System and Services for Canal Operation Techniques |
OM | Operation and maintenance |
P | Total answers for class A |
RBF | Radial Basis Function |
RF | Random Forests |
SMOTE | Synthetic Minority Over-sampling Technique |
SVM | Support Vector Machine |
TN | True negative |
TP | True positive |
WatSan | Water supply and sanitation |
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Predicted As | Class A | Class B | Total |
---|---|---|---|
Class A (P) | True Positive (TP) | False Negative (FN) | P |
Class B (N) | False Positive (FP) | True Negative (TN) | N |
Classifier | Mean CV Score | Standard Deviation | Epistemic Uncertainty | Aleatoric Uncertainty |
---|---|---|---|---|
LR | 0.845 | 0.050 | 0.0 | 0.0 |
SVM | 0.853 | 0.046 | 0.0 | 0.515 |
RF | 0.850 | 0.036 | 0.042 | 0.562 |
CatBoost | 0.887 | 0.053 | 0.017 | 0.344 |
ANN | 0.893 | 0.032 | 0.069 | 0.192 |
Classifier | Tuned Hyperparameters | CV Accuracy |
---|---|---|
ANN | Activation: tanh, Sigmoid | 0.893 |
Batch size: 32 | ||
Dropout rate: 0.099 | ||
Epochs: 50 | ||
Layers: 3 | ||
Neurons: (128, 64, 32) | ||
Optimizer: Adam | ||
CatBoost | Depth: 5 | 0.895 |
Iterations: 150 | ||
L2 leaf regularization: 1 | ||
Learning rate: 0.1 | ||
SVM | Regularization parameter (C): 10 | 0.897 |
Kernel coefficient (gamma): 0.1 | ||
Kernel type: rbf |
Algorithm | Class | Precision | Recall | F1 Score | Accuracy |
---|---|---|---|---|---|
CatBoost | 1 | 1.00 | 1.00 | 1.00 | 0.93 |
2 | 0.97 | 0.79 | 0.87 | ||
3 | 0.92 | 0.99 | 0.95 | ||
4 | 1.00 | 0.50 | 0.67 | ||
SVM | 1 | 0.75 | 1.00 | 0.86 | 0.92 |
2 | 0.97 | 0.79 | 0.87 | ||
3 | 0.92 | 0.97 | 0.95 | ||
4 | 0.50 | 0.50 | 0.50 | ||
ANN | 1 | 0.75 | 1.00 | 0.86 | 0.94 |
2 | 0.97 | 0.84 | 0.90 | ||
3 | 0.95 | 0.97 | 0.96 | ||
4 | 0.60 | 0.75 | 0.67 |
Algorithm | Class | Precision | Recall | F1 Score | Accuracy |
---|---|---|---|---|---|
CatBoost | 2 | 0.91 | 0.75 | 0.82 | 0.91 |
3 | 0.92 | 0.99 | 0.94 | ||
SVM | 2 | 0.97 | 0.79 | 0.88 | 0.93 |
3 | 0.92 | 0.97 | 0.88 | ||
ANN | 2 | 0.97 | 0.84 | 0.90 | 0.95 |
3 | 0.95 | 0.97 | 0.96 |
Algorithm | Class | Precision | Recall | F1 Score | Accuracy |
---|---|---|---|---|---|
CatBoost | 1 | 1.00 | 1.00 | 1.00 | 0.95 |
2 | 0.97 | 0.84 | 0.90 | ||
3 | 0.94 | 0.99 | 0.96 | ||
4 | 1.00 | 0.75 | 0.86 | ||
SVM | 1 | 0.75 | 1.00 | 0.86 | 0.90 |
2 | 0.96 | 0.71 | 0.82 | ||
3 | 0.89 | 0.99 | 0.94 | ||
4 | 1.00 | 0.25 | 0.40 | ||
ANN | 1 | 0.75 | 1.00 | 0.86 | 0.93 |
2 | 0.97 | 0.82 | 0.89 | ||
3 | 0.94 | 0.97 | 0.96 | ||
4 | 0.60 | 0.75 | 0.67 |
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Al Nuaimi, H.; Abdelmagid, M.; Bouabid, A.; Chrysikopoulos, C.V.; Maalouf, M. Classification of WatSan Technologies Using Machine Learning Techniques. Water 2023, 15, 2829. https://doi.org/10.3390/w15152829
Al Nuaimi H, Abdelmagid M, Bouabid A, Chrysikopoulos CV, Maalouf M. Classification of WatSan Technologies Using Machine Learning Techniques. Water. 2023; 15(15):2829. https://doi.org/10.3390/w15152829
Chicago/Turabian StyleAl Nuaimi, Hala, Mohamed Abdelmagid, Ali Bouabid, Constantinos V. Chrysikopoulos, and Maher Maalouf. 2023. "Classification of WatSan Technologies Using Machine Learning Techniques" Water 15, no. 15: 2829. https://doi.org/10.3390/w15152829
APA StyleAl Nuaimi, H., Abdelmagid, M., Bouabid, A., Chrysikopoulos, C. V., & Maalouf, M. (2023). Classification of WatSan Technologies Using Machine Learning Techniques. Water, 15(15), 2829. https://doi.org/10.3390/w15152829