Preliminary study on Coupling numerical model of hydrology and hydrodynamics for The Typical Area of Pearl River Delta

XUE Jiao; LIAO Xiaolong; WU Leping; HOU Guibing

doi:10.1051/e3sconf/202123303050

All issues

Volume 233 (2021)

E3S Web Conf., 233 (2021) 03050

References

Open Access

Issue		E3S Web Conf. Volume 233, 2021 2020 2^nd International Academic Exchange Conference on Science and Technology Innovation (IAECST 2020)


Article Number		03050
Number of page(s)		6
Section		HCCE2020-Hydraulic, Civil and Construction Engineering
DOI		https://doi.org/10.1051/e3sconf/202123303050
Published online		27 January 2021

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Song LX, Xu ZX. (2019) Coupled hydrologic-hydrodynamic model for urban rainstorm water logging simulation:recent advances. Journal of Beijing Normal University(Natural Science), 55(05):581-587. [Google Scholar]
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Lai ZQ. (2017) Distributed Hydrologic Modeling in Plain River Network Region.Nanjing Normal University. [Google Scholar]
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Chen LG, Shi Y, Qian X, et al. (2014) Hydrology, hydrodynamics, water quality model for impounded rivers: II: Application*. Advances In Water Science, 25(06): 856-863. [Google Scholar]
Zhu MZ, Wang CH, Liu SG. (2014) Study on distributed and coupled hydrological and hydrodynamic numerical model for main stream of Huaihe River. Water Resources and Hydropower Engineering 45(8): 27-32. [Google Scholar]
Yuan XM, Pang JL, Tian FC, et al. (2016) Application of multi-breach river network coupling model in flood analysis of flood control protection Zone. Journal of Water Resources & Water Engineering, 27(01): 128-135. [Google Scholar]
Wu XS , Wang ZL , Guo SL , et al. (2017) Scenario-based projections of future urban inundation within a coupled hydrodynamic model framework: A case study in Dongguan City, China. Journal of Hydrology, 547:428-442. [Google Scholar]
Chen WJ, Huang GR , Zhang H, et al. (2018) Urban inundation response to rainstorm patterns with a coupled hydrodynamic model: A case study in Haidian Island, China. Journal of Hydrology, 564:1022-1035. [Google Scholar]
Ye CL, Xu ZX, Lei XH, et al. (2019) Coupling simulation of hydrological and hydrodynamics processes for urban river networks based on InfoWorks: case of the urban area and the northeast mountainous area in Fuzhou City. Journal of Beijing Normal University(Natural Science), 55(05): 609-616. [Google Scholar]
Luo HW, Chen WJ, Li ZW, et al. (2019) Flood simulation of Donghaochong Basin in Guangzhou City based on coupled hydrodynamic model. Journal of Water Resources & Water Engineering, 30(03): 46-52+65. [Google Scholar]
Yu FQ, Yu JS, Jiang WW 1, et al. (2019) Flood inundation simulation based on coupled hydrologic-hydrodynamic model. South-to-North Water Transfers and Water Science & Technology, 17(05):37-43. [Google Scholar]

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[1] Zeng ZQ, Yang MX, Lei XH, et al. (2017) A Review of Hydrological-Hydrodynamic Coupling Models for River-Basin Systems. China Rural Water and Hydropower, (9): 72-76. [Google Scholar]

[2] Song LX, Xu ZX. (2019) Coupled hydrologic-hydrodynamic model for urban rainstorm water logging simulation:recent advances. Journal of Beijing Normal University(Natural Science), 55(05):581-587. [Google Scholar]

[3] Wang CH, Li GC. (1996) The modelling of basin flood. Journal of Hydraulic Engineering, (03): 44-50. [Google Scholar]

[4] Wang CH, Wang Juan, Cheng H, et al. (2007) Numerical simulation of runoff yield and confluence in plain area. Journal of Hohai University(Natural Sciences), (06):19-24. [Google Scholar]

[5] Wu ZH, Wang CH, Li SJ, et al. (2014)Optimization Method of Concentration Unit Hydrograph on Plain River Network Region and Its Application. Water resources and power, 032(001):21-24. [Google Scholar]

[6] Paiva R C D, Collischonn W, Tucci C E M. (2011) Large scale hydrologic and hydrodynamic modeling using limited data and a GIS based approach[J]. Journal of Hydrology, 406(3-4): 170-181. [Google Scholar]

[7] Chen LG, Shi Y, Qian X, et al. (2014) Hydrology, hydrodynamics, and water quality model for impounded rivers: I:Theory*. Advances In Water Science, 25(04): 534-541. [Google Scholar]

[8] Han C, Mei Q, Liu SG, et al. (2014) Research and application on a coupled hydrological and hydrodynamic model in plain tidal river network. Chinese Journal of Hydrodynamics, (6): 706-712. [Google Scholar]

[9] Lai ZQ. (2017) Distributed Hydrologic Modeling in Plain River Network Region.Nanjing Normal University. [Google Scholar]

[10] Chen WJ. (2019) Urban Flood Hydrological and Hydrodynamic Model Construction and Flood Management Key Issues Exploration. South China University of Technology. [Google Scholar]

[11] Mei C. (2019) Development of a coupled urban hydrological-hydrodynamic model and its application. China Institute of Water Resources & Hydropower Research (IWHR). [Google Scholar]

[12] Thompson J R, Srenson H R, Gavin H, et al.(2004) Application of the coupled MIKE SHE/MIKE 11 modelling system to a lowland wet grassland in southeast England. Journal of Hydrology, 293(1-4): 151–179. [Google Scholar]

[13] Lian Y, Chan I C, Singh J, et al. (2007) Coupling of hydrologic and hydraulic models for the Illinois River Basin[J]. Journal of Hydrology, 344(3): 210–222. [Google Scholar]

[14] Chen LG, Shi Y, Qian X, et al. (2014) Hydrology, hydrodynamics, water quality model for impounded rivers: II: Application*. Advances In Water Science, 25(06): 856-863. [Google Scholar]

[15] Zhu MZ, Wang CH, Liu SG. (2014) Study on distributed and coupled hydrological and hydrodynamic numerical model for main stream of Huaihe River. Water Resources and Hydropower Engineering 45(8): 27-32. [Google Scholar]

[16] Yuan XM, Pang JL, Tian FC, et al. (2016) Application of multi-breach river network coupling model in flood analysis of flood control protection Zone. Journal of Water Resources & Water Engineering, 27(01): 128-135. [Google Scholar]

[17] Wu XS , Wang ZL , Guo SL , et al. (2017) Scenario-based projections of future urban inundation within a coupled hydrodynamic model framework: A case study in Dongguan City, China. Journal of Hydrology, 547:428-442. [Google Scholar]

[18] Chen WJ, Huang GR , Zhang H, et al. (2018) Urban inundation response to rainstorm patterns with a coupled hydrodynamic model: A case study in Haidian Island, China. Journal of Hydrology, 564:1022-1035. [Google Scholar]

[19] Ye CL, Xu ZX, Lei XH, et al. (2019) Coupling simulation of hydrological and hydrodynamics processes for urban river networks based on InfoWorks: case of the urban area and the northeast mountainous area in Fuzhou City. Journal of Beijing Normal University(Natural Science), 55(05): 609-616. [Google Scholar]

[20] Luo HW, Chen WJ, Li ZW, et al. (2019) Flood simulation of Donghaochong Basin in Guangzhou City based on coupled hydrodynamic model. Journal of Water Resources & Water Engineering, 30(03): 46-52+65. [Google Scholar]

[21] Yu FQ, Yu JS, Jiang WW 1, et al. (2019) Flood inundation simulation based on coupled hydrologic-hydrodynamic model. South-to-North Water Transfers and Water Science & Technology, 17(05):37-43. [Google Scholar]