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CALCULATION AND PREDICTION FOR MUDDY BEACH PROTECTION AND SILTATION ACCELERATION 被引量:1
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作者 liu, jiaju Yu, Guohua 《China Ocean Engineering》 SCIE EI 1990年第1期55-64,共10页
This paper firstly deals with the two different siltation patterns with siltation accelerating project on sandy beach and muddy beach, and then puts forward the calculation method for siltation of the project on muddy... This paper firstly deals with the two different siltation patterns with siltation accelerating project on sandy beach and muddy beach, and then puts forward the calculation method for siltation of the project on muddy beach based on the behavior of suspension and settlement of fine sediment particles. This method not only can qualitatively explain quite a number of natural phenomena, but also is examined by practical projects. Therefore, this method is of important practical significance in the practice of foreshore reclamation and beach protection as well as siltation acceleration. 展开更多
关键词 SOILS SILT Water Waves Wave Effects
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CALCULATION OF TWO-DIMENSIONAL TIDAL CURRENT AND ANALYSES OF EROSION AND SILTATION IN BEILUN HARBOR
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作者 liu, jiaju Dai, Xiankai Tian, Haiyong 《China Ocean Engineering》 SCIE EI 1989年第3期337-352,共16页
ADI method is adopted to establish a two-dimensional tidal current numerical model for Beilun Harbor based on the hydrologic data and sediment data. The current conditions of the site where the second stage project is... ADI method is adopted to establish a two-dimensional tidal current numerical model for Beilun Harbor based on the hydrologic data and sediment data. The current conditions of the site where the second stage project is going to be carried out are described. The analysis and calculations for the deposition and erosion in the harbor basin are performed, which provides references for the construction of the harbor. The effect of the pile group on the current is simulated by increasing the sea bed roughness which can be determined with empirical equations of artificial roughness. The method is considered to be applicable after verification with field data. The test has provided experiences for future mathematical modelling to simulate the open type hydraulic structures. 展开更多
关键词 HYDROLOGY Mathematical Models OCEANOGRAPHY Currents PILES Soils SILT
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