Study Impact on Water and Sediment from Nansha Harbor

Jie He; Jing Chen

doi:10.4028/www.scientific.net/AMR.1065-1069.634

Paper Titles

On Dredging Renovation of High-Piled Wharf by FEA
p.613

Optimization of Seepage Prevention of Ma Erdang Hydropower Station
p.619

Optimizing Study on Navigation Condition of the Outlet of Water Diversion Navigation Project from Yangtze River to Hanjiang River
p.625

Research on Problems and Countermeasures for Urbanization of Reservoir Resettlement in Guizhou Province
p.629

Study Impact on Water and Sediment from Nansha Harbor
p.634

Study on Karst Features and its Influence on the Project of Wudongde Hydropower Station of Jinsha River
p.638

Study on the Influence of Tailrace Tunnel Outlet Bottom Slope on Water Level Fluctuation in the Tailrace Surge Tank
p.644

The Calculation on Discharge Capacity of the Porous Pipe
p.650

Three-Dimensional Dynamic Visual Simulation of Slope Instability of Barrier Landslide
p.658

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Study Impact on Water and Sediment from Nansha...

Study Impact on Water and Sediment from Nansha Harbor

Abstract:

The construction of a series of docks in Nansha harbor would lead to the increase of the sediment silting in harbor basin, and the forecast for the amount of the sediment silting is a necessary work to do. The numerical model through verification shows that the source of suspended sediment is from the south of the harbor area, the thickness of sediment silting along the harbor has the characteristic ‘low in the north and high in the south’, and the sediment silting in phase IandII basin will be declined after construction. Those characteristics will be a good suggestion for us to design the planned harbor.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

634-637

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.634

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Online since:

December 2014

Authors:

Jie He*, Jing Chen

Keywords:

Mathematical Models, Sediment Silting, Sediment Transport, Share Silting

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References

[1] P.L. Roe. Approximate Riemann solvers, parameter vectors, and difference schemes[J]. Journal of Computational Physics, 1997, 135, pp.250-258.

DOI: 10.1006/jcph.1997.5705

Google Scholar

[2] Xin Wenjie. Computational Techniques of 2D Tidal Flow in Estuaries and Bays[J]. China Ocean Engineering, Vol. 9, (1995).

Google Scholar

[3] Xin Wen-Jie. Numerical model of 2-D estuarial suspended sediment motion under the interaction of tidal flow and waves [J]. The Ocean Engineering, (1997).

Google Scholar

[4] Xin Wen-jie, He Jie. Mathematical model for sediment transport tidal currents in Nansha planned harbor[R]. Nanjing Hydraulic Research Institute, (2007).

Google Scholar

[5] He Jie, Xin Wenjie. Study on the secondary pollution of point source for the large harbor with one entrance[D]. ITESS, 2008(5), pp.559-565.

Google Scholar