Identifying the Dominant Discharge Based on Coefficient Frequency of Discharge and Sediment in the Lower Yellow River

Peng Tao Wang; Shi Min Tian; Dong Po Sun

doi:10.4028/www.scientific.net/AMM.212-213.211

Paper Titles

The Effect of Land Use and Land Cover Change on the Stream Structure: Case Study in the Qinhuai River Basin, China
p.186

Study on Wave Spectra in South Coastal Waters of Jiangsu
p.193

A Numerical Simulations and Optimizations of the Flow Field in TengZhou Quanshang Constructed Wetland
p.201

Analysis on Sediment Environment and Waterway Siltation Characteristics of Panjin Port
p.205

Identifying the Dominant Discharge Based on Coefficient Frequency of Discharge and Sediment in the Lower Yellow River
p.211

Numerical Analysis of the Influence of Saltwater Intrusion on Qingcaosha Reservoir
p.216

Analysis on Influences of Nanshatou Passage on the Deepwater Navigation Channel of the Changjiang Estuary
p.221

Study on the Formula of Settling Velocity of Sediment Particle Cloud in the Water
p.225

Analysis on the Process of Flow-Sediment in Jianli Reach of Yangtze River before and after the Construction of Three Gorges Project
p.230

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 212-213Identifying the Dominant Discharge Based on...

Identifying the Dominant Discharge Based on Coefficient Frequency of Discharge and Sediment in the Lower Yellow River

Abstract:

On the basis of analyzing and evaluating the determining methods of dominant discharge, a drawback is pointed about four common methods. A new method to determine the dominant discharge is presented in this paper, which is appropriate to the Lower Yellow River. According to comparison, the coefficient frequency of discharge and sediment is more applicability and rationality, which provides the reasonable technique parameters for the river management of the Lower Yellow River.