Evaluating the impacts of an improved sewer system on city flood inundations using MIKE Urban Model

Phuong Thuy Kim Doan, Xuan Cuong Le, Van Thao Le, Julien Némery
Author affiliations

Authors

  • Phuong Thuy Kim Doan The University of Da Nang, University of Science and Technology, Lien Chieu district, Da Nang City, Vietnam
  • Xuan Cuong Le The University of Da Nang, University of Science and Technology, Lien Chieu district, Da Nang City, Vietnam
  • Van Thao Le The University of Da Nang, University of Science and Technology, Lien Chieu district, Da Nang City, Vietnam
  • Julien Némery Enseignant-chercheur HDR, Ense3/Grenoble-INP, France

DOI:

https://doi.org/10.15625/2615-9783/18642

Keywords:

Mike Urban model, sewer network, inundation, Vietnam.

Abstract

Urbanization is an objective law of socioeconomic development. However, the drainage system is incompatible with the development of urban areas and the increasing population. Some sewer lines are built or added, but they are not synchronized and poorly sloped with debris and inadequate cross-sectional areas, leading to local flooding. In this study, we applied and locally optimized the Mike Urban model to the sewer network in Da Nang City to evaluate the inundation capability as well as the current and future sewer system capacity. The model was calibrated and validated at three typical sites for the data on October 16 and November 7, 2011; evaluated for the heavy rain data on October 14, 2022; and tested scenarios for 2030. The results showed that during heavy rain on October 14, 2022, many urban areas of Da Nang City were crowded, and the number of flooded manholes along the river suddenly increased dramatically because of the high water level and low ground level, which was impossible for rainwater to flow into the river during the high tide. The study also revealed that the planning for the drainage system until 2030 has improved the water drainage situation in the city by adjusting and adding some drainage systems. While this region remains poorly studied, this study brings original information that will help stakeholders to adopt appropriate strategies for the management of their cities that experience critical inundation.

Downloads

Download data is not yet available.

References

CDM International Inc., 2013. Develop a Hydraulic Model for a sewer system in Da Nang City. Da Nang Priority Infrastructure Investment Project (DN-PIIP).

CDM International Inc., 2013. Preliminary assessment of flooding in Da Nang City.

Da Nang City Department of Construction, 2022. Flood Situation Summary Report in Da Nang City over the years.

DHI: Danish Hydraulic Institute, 2014. Mike Urban Manuals.

Doan P.T.K., Markovic S., Cadena S., Watson S.B., Guo J., McClure C., Mugalingam S., Morley A., Zhang W., Arhonditsis G., Dittrich M., 2018. Phosphorus retention and internal loading in the Bay of Quinte, Lake Ontario, using diagenetic modelling. Science of the Total Environment.

Doan P.T.K., Némery J., Schmid M., Gratiot N., 2015. Eutrophication of turbid tropical reservoirs: scenarios of evolution of the reservoir of Cointzio, Mexico. Ecological Informatics.

Eldho T.I., Zope P.E., Kulkarni A.T., 2018. Integrating Disaster Science and Management. Global Case Studies in Mitigation and Recovery 2018, 205-219.

Elliott A., Trowsdale S., 2007. A review of models for low- impact urban stormwater drainage. Environmental Modelling & Software, 22(3), 394-405.

Le Quang Chinh, 2015. Calculation for the Water Supply Network for Tam Ky City, Quang Nam according to the Planning Direction towards 2030, Master Thesis. The University of Da Nang.

Le Thuy Chien, 2019. Ha Noi National University, "Application of Mike Urban model to calculate drainage for Ha Tinh city under the impact of climate change". Master Thesis.

Luan Q., Zhang K., Liu J., Wang D., Ma J., 2018. The application of Mike Urban model in drainage and waterlogging in Lincheng County, China, Proc. IAHS, 379, 381-386.

Moriasi D.N., Arnold J. G., Van Liew M.W., Bingner R.L., Harmel R.D., Veith T.L., 2007. Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. American Society of Agricultural and Biological Engineers.

Neumann J.E., Emanuel K.A., Ravela S., Ludwig L.C., Verly C., 2015. Risks of coastal storm surge and the effect of sea level rise in the Red River Delta, Vietnam. Sustainability, 7, 6553-6572.

Nguyen Q.B., Nguyen T.H., Le Q.C., 2016. Evaluating the water supply network for Tam Ky city according to the planning orientation towards 2030 using The Mike Urban model. The University of Da Nang - Journal of Science and Technology, 7(104), 06-10.

Nguyen Q.B., Tran L.P., Nguyen T.H., 2016. Application of Mike Urban model to evaluate the rainwater drainage system of Cam Le district, Da Nang City. Proceedings of the advanced construction technology towards sustainable development - ATCESD.

Raghavan S.V., Vu M.T., Liong S.Y., 2017. Ensemble climate projections of mean and extreme rainfall over Vietnam. Global and Planetary Change, 148, 96-104.

Storch H., Downes N.K., 2011. A scenario-based approach to assess Ho Chi Minh City's urban development strategies against the impact of climate change. Cities, 28, 517-526.

The People's Committee of Da Nang City, 2022. Decision on approving the task of adjusting the high-level urban planning and surface water drainage in Da Nang City until 2030, with a vision until 2045.

Vachaud G., et al., 2018. Flood-related risks in Ho Chi Minh City and ways of mitigation. Journal of Hydrology, 573, 5861.

Vo D.P., Muhammed A.B., Vo N.D., 2019. Climate Change Impact on Urban Flooding in Quy Nhon City, Vietnam. Innovation for Sustainable Infrastructure Proceedings of the 5th International Conference on Geotechnics, Civil Engineering Works and Structures. No: Cigos 2019, 1025-1030.

Downloads

Published

10-08-2023

How to Cite

Thuy Kim Doan, P., Cuong Le, X., Thao Le, V., & Némery, J. (2023). Evaluating the impacts of an improved sewer system on city flood inundations using MIKE Urban Model . Vietnam Journal of Earth Sciences, 45(4), 438–455. https://doi.org/10.15625/2615-9783/18642

Issue

Section

Articles