1.
Preliminary Study on Formulae of Bed Load Sediment Transport Rate in Downstream of Jinshajiang River
金沙江下游支流河段推移质输沙率公式初探
2.
Verification on formulas of bed-load sediment transport rate at the upstream of Yangtze River
长江上游推移质泥沙输沙率公式的检验
3.
Determination of Bed Load Transport Rate of Gravel Bed by Simulation of Flume Experiment
用水槽模拟试验求卵石河床推移质输沙率
4.
Discussion on the Meaning of the Bed Load Discharge Measured by Sampler in the Sandy Bed of Natural Rivers
天然河流沙质河床上器测推移质输沙率含义的商榷
5.
Research on Bed-load Transport under Oscillatory Flow
振荡流作用下的推移质输沙规律研究
6.
Effects of incoming sediment on bed load transport in mountain streams
来沙条件对山区河流推移质输沙的影响
7.
Experimental Study on Unsteady Open-Channel Flow and Bed-Load Transport Properties;
明渠非恒定流运动规律及推移质输沙特性的试验研究
8.
Validity verification of methods for determining bedload grain size distribution
推移质泥沙级配确定方法的试验检验
9.
Transport of Nonuniform Bedload in the Changjiang Estuary and its Numerical Simulation;
长江口非均匀推移质输移及其数值模拟
10.
Comparison of Formulae for Bed-load Transport in Upper Yangtze River and Safety Design of Sediment Control;
川江推移质计算方法比选与防沙安全设计
11.
Bed Load Movement Theoretical Model and the Movement Process Calculation
推移质泥沙运动理论模型及运动过程计算
12.
Analysis of Sediment Discharge Evolution of Suspended Load in Dongtinghu Region in Dry Season
洞庭湖区枯水季节河流悬移质输沙量演变分析
13.
Flow Resistance and Sediment Transport in Compound Channels;
复式河槽水流阻力及泥沙输移特性研究
14.
BEDLOAD TRANSPORT WITHIN THE EBB CHANNEL OF A TIDAL INLET SYSTEM, SWAN LAKE, SHANDONG PENINSULA, CHINA
山东荣成湾月湖口门落潮干道的推移质输运
15.
the Bragg condition offiber Bragg grating and biggest reflectance formula are presented.
推导出了光纤光栅的布喇格公式和反射率公式;
16.
An Extrapolation Formula for Forecasting Little-probability Typhoon Track
预报小概率台风路径的一个外推公式
17.
The Study on the Development of State Transportation Enterprise Implementing State-Owned Vehicles Public Model;
国有运输企业推行公车公营模式的发展方向
18.
Gilbert speculates that the reason for this increase of transport rate is the reduction of friction losses by the presence of fine suspended material in the flow.
吉尔勃特认为输沙率增加的理由，是水流中存在的细悬移泥沙将减少阻力损失。