City: | Haidian Island, Haikou, Hainan Province, China |
Organisation: | Laboratory of Hydraulic Engineering Simulation and Safety and School of Civil Engineering, Tianjin University, China |
Project start date: | Unknown |
Project end date: | March 2018 |
Reference: | Xu, H. et al. (2018) ‘Urban flooding risk assessment based on an integrated k-means cluster algorithm and improved entropy weight method in the region of Haikou, China’, Journal of Hydrology. Elsevier, 563(March), pp. 975–986. doi: 10.1016/j.jhydrol.2018.06.060. |
Problem: | In recent years, floods are considered as one of the most frequently occurring natural hazards around the world. In China, urban floods are a crucial obstacle to urban development. Therefore, in this study, a region in Haikou, China, was adopted to test the applicability of the integrated methodology for flood risk assessment, flood control and disaster reduction. |
Technical Solution: |
The technical solution used for the study consisted of two main components: Unsupervised Clustering:
Step 2: Quantification of the indices. The seven indices are transformed into grid layers by using the raster calculation in GIS. A PCSWMM software (software which is advanced modelling software for EPA SWMM 5 stormwater, wastewater and watershed systems) is used to obtain the MD and MVE value. Step 3: Calculation of the weights for the indices. AHP and entropy weight method is presented to determine the index weights. The AHP method was applied to determine the weights comprehensively by considering the subject's attributes of the data. The index weight was calculated by improved entropy weight method that integrates the AHP and entropy weight method. Step 4: Determining optimal cluster numbers.Using the silhouette function (Rosseeuw, 1987; Nakamura et al., 2008; Gaitani et al., 2010), the optimal number of clusters was determined in advance. Cluster analysis was sequentially performed beginning with two clusters and ending with eight clusters. Determining that the cluster number K=5, exhibits the maximum mean and the minimal number of negative values. Therefore, the optimal number of five clusters was used in the study. Step 5: k-means cluster analysis. The number of flood risk level is defined based on the cluster numbers. The flood risk level of each cluster is determined by the average values of indices of each cluster.
Step6: Determining flood risk levels. The number of flood risk level is defined based on the cluster numbers. Also, the spatial distribution map of flood risk was generated. Traditional cluster algorithm and TOPSIS method were compared to the improved entropy-cluster algorithm by using the deviation degree Dj. |
Datasets Used: |
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Outcomes: |
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Issues that arose: |
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Status: | Terminated |
Entered by: | Daniela A. Bodden (daniela.bodden@mail.utoronto.ca) |
CEM1002
Civil Engineering, University of Toronto
Contact: msf@eil.utoronto.ca