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- W2362924678 abstract "Having analyzed the data from 1950 to 2003 of hydrological stations in the Lower Yellow River,this article discusses the evolution of cross section's profile and its response relations to the incoming runoff. The author figures out the obvious deposition and shrinkage of the main channel in the Lower Yellow River.They were more severe in wandering reaches than in meandering ones,and the sections' bankfull area showed a decreasing trend,and the aspect ratio showed an increasing one.The reaches' patterns changed little;the sections' bankfull area increased with the annual sum of incoming water and the maximum peak discharge of the same year,while the aspect ratio increased with the incoming sediment coefficient.The analyzed relations between sediment outgoing ratio and the incoming water and sediment show that,in the reach from Huayuankou to Lijin without deposition,the Huayuankou's critical coefficient of annual incoming sediment is 0.012,the critical annual average discharge is 1 850m~3/s.Synthetically analyzed,under the current conditions of pool incoming water,a very large bankfull discharge is improper and impossible.Considering of maintaining a mean-runoff channel and meeting the need of economy and society's development in the basin,the proper incoming water and sediment process is,when annual total incoming runoff is 20 billion-25billion m~3 at Huayuankou,to control a peak discharge of(4 000m~3/s) and an annual average incoming sediment coefficient not higher than 0.012." @default.
- W2362924678 created "2016-06-24" @default.
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- W2362924678 date "2006-01-01" @default.
- W2362924678 modified "2023-09-25" @default.
- W2362924678 title "Studies on the features of cross section's profile in lower Yellow River under the conditions of variable incoming water and sediment" @default.
- W2362924678 hasPublicationYear "2006" @default.
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