Sediment Siltation at Boundless Pool of Double Happiness Island Zhangzhou

Ling Fen Fu; De An Wu; Xiao Jian She; Jin Xian Pan

doi:10.4028/www.scientific.net/AMR.1065-1069.509

Paper Titles

Load Effects Analysis and Safety Evaluation of High-Pile Pier Slideway Structure while Large Platform Dragged Horizontally to Move to Barge
p.491

Load Effects Analysis of High-Pile Pier Skid-Way Quay while Offshore Platform Loaded to Barge Whose Deck Elevation Adjusted by Aided Jacks
p.495

Monitoring of Inland Tide Embankment of Binzhou Port
p.499

Research on Calculation Method of Internal Force Caused by Seasonal Temperature Difference in All-Vertical-Piled Wharf
p.503

Sediment Siltation at Boundless Pool of Double Happiness Island Zhangzhou
p.509

Simulation Reserch Status for the Stability of Bucket Foundation Breakwater
p.513

Study Influence on Water and Sediment in Sandbank-Lagoon Harbor
p.518

Study on Water Increment by Storm Tide in the East China Sea
p.522

The Method of Fundamental Solutions for Water Wave Problems
p.526

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Sediment Siltation at Boundless Pool of Double...

Sediment Siltation at Boundless Pool of Double Happiness Island Zhangzhou

Abstract:

the paper is based on numerical model to analyze the siltation of the boundless pool, which built on artificial beach of the east side of double happiness island, Zhangzhou. Using the formulas of W.D.Eysink to calculate the siltation of the pool and analyze the influence of siltation while considering the affect of reflow. The result is that the strength of silation of lowland pool is 0.043m/a, highland pool is 0.017m/a, and the total siltation is 122.73m³.