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Characteristics of Sediment Concentration and Suspended Sediment Transport Due to Horizontal and Vertical Asymmetric Waves

机译：水平和垂直非对称波引起的泥沙浓度和泥沙悬浮特征

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Suntoyo; Pratikto Widi Agoes; Wijaya Made Mustika; Tanaka Hitoshi;
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1. Simulation of suspended sediment transport initialized with satellite derived suspended sediment concentrations [J] . RATHEESH RAMAKRISHNAN, A S RAJAWAT Journal of Earth System Science . 2012,第5期

机译：利用卫星得出的悬浮泥沙浓度初始化悬浮泥沙运移的模拟
2. Simulation of suspended sediment transport initialized with satellite derived suspended sediment concentrations [J] . A S Rajawat1, Ratheesh Ramakrishnan1 Journal of earth system science . 2012,第5期

机译：利用卫星得出的悬浮泥沙浓度初始化悬浮泥沙运移的模拟
3. Sediment transport modelling in riverine environments: on the importance of grain-size distribution, sediment density, and suspended sediment concentrations at the upstream boundary [J] . Lepesqueur Jérémy, Hostache Renaud, Martínez-Carreras Núria, Hydrology and Earth System Sciences Discussions . 2019,第9期

机译：河流环境中的沉积物传输建模：论粒度分布，沉积物密度和悬浮沉积物浓度在上游边界的重要性
4. Acoustic determination of sediment concentrations, settling velocities, horizontal transports and vertical fluxes in estuaries [C] . Jay, D.A., Orton, . 1999

机译：声学测定河口中的沉积物浓度，沉降速度，水平输送和垂直通量
5. Modeling suspended sediment transport under combined wave current actions in Indian River Lagoon (Florida). [D] . Sun, Detong. 2001

机译：在印度洋泻湖（佛罗里达州）中，在波流作用下悬浮泥沙运移模型。
6. Vertical Distribution of Denitrification in an Estuarine Sediment: Integrating Sediment Flowthrough Reactor Experiments and Microprofiling via Reactive Transport Modeling [O] . Anniet M. Laverman, Christof Meile, Philippe Van Cappellen, 2007

机译：河口沉积物中反硝化作用的垂直分布：沉积物流经反应器实验和通过反应输运模型进行微轮廓分析
7. SUSPENDED SEDIMENT CONCENTRATION AND SEDIMENT TRANSPORT RATE UNDER ASYMMETRIC WAVES [O] . Makoto IFUKU, Tadao KAKINUMA, Hiromitsu GOTOH 1989

机译：不对称波下的悬浮沉积物浓度和沉积物运输速率
8. Sediment Concentration and Sediment Transport Due to Action of Waves and a Current [R] . Chen, Z. 1992

机译：波浪和电流作用下的沉积物浓度和泥沙输移

Characteristics of Sediment Concentration and Suspended Sediment Transport Due to Horizontal and Vertical Asymmetric Waves

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