A platform for research: civil engineering, architecture and urbanism
Understanding Morphodynamic Changes of a Tidal River Confluence through Field Measurements and Numerical Modeling
A confluence is a natural component in river and channel networks. This study deals, through field and numerical studies, with alluvial behaviors of a confluence affected by both river run-off and strong tides. Field measurements were conducted along the rivers including the confluence. Field data show that the changes in flow velocity and sediment concentration are not always in phase with each other. The concentration shows a general trend of decrease from the river mouth to the confluence. For a given location, the tides affect both the sediment concentration and transport. A two-dimensional hydrodynamic model of suspended load was set up to illustrate the combined effects of run-off and tidal flows. Modeled cases included the flood and ebb tides in a wet season. Typical features examined included tidal flow fields, bed shear stress, and scour evolution in the confluence. The confluence migration pattern of scour is dependent on the interaction between the river currents and tidal flows. The flood tides are attributable to the suspended load deposition in the confluence, while the ebb tides in combination with run-offs lead to erosion. The flood tides play a dominant role in the morphodynamic changes of the confluence.
Understanding Morphodynamic Changes of a Tidal River Confluence through Field Measurements and Numerical Modeling
A confluence is a natural component in river and channel networks. This study deals, through field and numerical studies, with alluvial behaviors of a confluence affected by both river run-off and strong tides. Field measurements were conducted along the rivers including the confluence. Field data show that the changes in flow velocity and sediment concentration are not always in phase with each other. The concentration shows a general trend of decrease from the river mouth to the confluence. For a given location, the tides affect both the sediment concentration and transport. A two-dimensional hydrodynamic model of suspended load was set up to illustrate the combined effects of run-off and tidal flows. Modeled cases included the flood and ebb tides in a wet season. Typical features examined included tidal flow fields, bed shear stress, and scour evolution in the confluence. The confluence migration pattern of scour is dependent on the interaction between the river currents and tidal flows. The flood tides are attributable to the suspended load deposition in the confluence, while the ebb tides in combination with run-offs lead to erosion. The flood tides play a dominant role in the morphodynamic changes of the confluence.
Understanding Morphodynamic Changes of a Tidal River Confluence through Field Measurements and Numerical Modeling
Qiancheng Xie (author) / James Yang (author) / Staffan Lundström (author) / Wenhong Dai (author)
2018
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Improvement of morphodynamic modeling of tidal channel migration by nudging
Online Contents | 2013
|Improvement of morphodynamic modeling of tidal channel migration by nudging
British Library Online Contents | 2013
|Numerical Modeling of Long-term Morphodynamic Changes in the Shenzhen Bay
British Library Conference Proceedings | 2013
|PHYSICAL AND NUMERICAL MODELING OF A RIVER CONFLUENCE RESHAPING
British Library Conference Proceedings | 2007
|