Stormwater hydrographs simulated for different structures of urban drainage network: dendritic and looped sewer networks

References

• Ahern, J. 2011. “From Fail-safe to Safe-to-fail: Sustainability and Resilience in the New Urban World.” Landscape and Urban Planning 100 (4): 341–343. doi:10.1016/j.landurbplan.2011.02.021.
   Web of Science ®Google Scholar
• Barker, S. B., G. Cumming, and K. Horsfield. 1973. “Quantitative Morphometry of the Branching Structure of Trees.” Journal of Theoretical Biology 40 (1): 33–43. doi:10.1016/0022-5193(73)90163-X.
   PubMed Web of Science ®Google Scholar
• David Reyes-Silva, J., B. Helm, and P. Krebs. 2020. “Meshness of Sewer Networks and Its Implications for Flooding Occurrence.” Water Science & Technology 81 (1): 40–51. doi:10.2166/wst.2020.070.
   PubMed Web of Science ®Google Scholar
• Di, B. X., Y. Zhang, Y. Q. Shen, L. Y. Kong, Q. M. Tian, C. H. Shi, K. D. Zhu, et al. 2017. Water Supply and Drainage Design Manual (third Edition). Beijing: China Construction Industry Press.
   Google Scholar
• Djokic, D., and D. R. Maidment. 1991. “Terrain Analysis for Urban Stormwater Modelling.” Hydrological Processes 5 (1): 115–124. doi:10.1002/hyp.3360050109.
   Web of Science ®Google Scholar
• Doan, J. H. 2000. “Hydrologic Model of the Buffalo Bayou Using GIS.” In Hydrologic and Hydraulic Modelling Support with Geographic Information Systems, edited by D. R. Maidment and D. Djokic, 113–143. Redlands, CA: ESRI.
   Google Scholar
• Hesarkazzazi, S., M. Hajibabaei, J. D. Reyes-Silva, P. Krebs, and R. Sitzenfrei. 2020. “Assessing Redundancy in Stormwater Structures under Hydraulic Design.” Water 12 (4): 1003. doi:10.3390/w12041003.
   Web of Science ®Google Scholar
• Kim, J.-C., and K. Jung. 2015. “Fractal Tree Analysis of Drainage Patterns.” Water Resources Management 29 (4): 1217–1230. doi:10.1007/s11269-014-0869-7.
   Web of Science ®Google Scholar
• Lee, J., G. Chung, H. Park, and I. Park. 2018. “Evaluation of the Structure of Urban Stormwater Pipe Network Using Drainage Density.” Water 10 (10): 1444. doi:10.3390/w10101444.
   Web of Science ®Google Scholar
• Mao, Z. Y., X. Zhao, and S. Luo. 2007. “Analytic Expression for Partially-filled Flow Velocity in Pipe in of Circular Section.” Advances in Water Science 18 (2): 170–174.
   Google Scholar
• Meierdiercks, K. L., J. A. Smith, M. L. Baeck, and A. J. Miller. 2010. “Analyses of Urban Drainage Network Structure and Its Impact on Hydrologic Response1.” JAWRA Journal of the American Water Resources Association 46 (5): 932–943. doi:10.1111/j.1752-1688.2010.00465.x.
   Web of Science ®Google Scholar
• Mingfu, G., S. Nora, and K. Harri. 2016. “Storm Runoff Response to Rainfall Pattern, Magnitude and Urbanization in a Developing Urban Catchment.” Hydrological Processes 30 (19): 30. doi:10.1002/hyp.10869.
   Google Scholar
• Mugume, S. N., K. Diao, M. Astaraie-Imani, G. Fu, R. Farmani, and D. Butler. 2015. “Enhancing Resilience in Urban Water Systems for Future Cities.” Water Supply 15 (6): 1343–1352. doi:10.2166/ws.2015.098.
   Google Scholar
• Rabori, A. M., and R. Ghazavi. 2019. “Urban Flood Estimation and Evaluation of the Performance of an Urban Drainage System in a Semi-Arid Urban Area Using SWMM.” Water Environment Research doi:10.1002/wer.1083.
   Web of Science ®Google Scholar
• Reyes-Silva, J. D., J. Zischg, C. Klinkhamer, P. Rao, C. Suresh, R. Sitzenfrei, and K. Peter. 2020. “Centrality and Shortest Path Length Measures for the Functional Analysis of Urban Drainage Networks.” Applied Network Science 5 (1): 1–14. doi:10.1007/s41109-019-0247-8.
   Google Scholar
• Seo, Y., and A. R. Schmidt. 2013. “Network Configuration and Hydrograph Sensitivity to Storm Kinematics.” Water Resources Research 49 (4): 1812–1827. doi:10.1002/wrcr.20115.
   Web of Science ®Google Scholar
• Seo, Y., and A. R. Schmidt. 2014. “Application of Gibbs’ Model to Urban Drainage Networks: A Case Study in Southwestern Chicago, USA.” Hydrological Processes 28 (3): 1148–1158. doi:10.1002/hyp.9657.
   Web of Science ®Google Scholar
• Seo, Y., J. Hwang, and S. Noh. 2015. “Analysis of Urban Drainage Networks Using Gibbs’ Model: A Case Study in Seoul, South Korea.” Water 7 (12): 4129–4143. doi:10.3390/w7084129.
   Google Scholar
• Seo, Y., Y.-H. Seo, and Y.-O. Kim. 2015. “Behavior of a Fully-Looped Drainage Network and the Corresponding Dendritic Networks.” Water 7 (12): 1291–1305. doi:10.3390/w7031291.
   Google Scholar
• Smith, M. B. 2006. “Comment on ‘Analysis and Modelling of Flooding in Urban Drainage Systems’.” Journal of Hydrology 317 (3–4): 355–363. doi:10.1016/j.jhydrol.2005.05.027.
   Web of Science ®Google Scholar
• Xu, Z., Y. Zhao, X. Dong, and P. Du. 2019. “Assessing Cost-Effectiveness of Different System Structural Characteristics in Enhancing Resilience of Urban Drainage Systems (Conference Paper).” 11th International Conference on Urban Drainage Modelling, UDM 2018, 485–489. doi:10.1007/978-3-319-99867-1_83.
   Google Scholar
• Zhang, C., Y. Wang, Y. Li, and W. Ding. 2017. “Vulnerability Analysis of Urban Drainage Systems: Tree Vs. Loop Networks.” Loop Networks. Sustainability 9 (3): 397. doi:10.3390/su9030397.
   Web of Science ®Google Scholar