DocumentCode :
2812814
Title :
Analysis of bed-building discharge in the middle and lower Ba River
Author :
Xun Hong-yun ; Wei Bing-qian ; Yang Chuan ; Zhao Jing
Author_Institution :
Coll. of Hydraulic & Hydropower, Xi´an Univ. of Technol., Xi´an, China
fYear :
2011
fDate :
15-17 July 2011
Firstpage :
4747
Lastpage :
4750
Abstract :
By using the H.N.MaKKaBeeB Method, Return Period Method, Bankfull Discharge Method and the Effective Sediment Transport Discharge Method to the hydrological data of Ba River, the bed-building discharge has been calculated and made as flow conditions of river model experiment. Finally, it was applied to the model experiment about Ba River and the results was compared with the one of balance riverbed from the normal river model experiment made by Northwest Water Conservancy Science Research Institute in 2001. The result shows that 6 years working life of the reservoir of Ba-river No. B rubber dam being regime channel is agreed with that of the prototype. It indicates furthermore that the bed-building discharge used in this river model experiment is correct, and the H.N. MaKKaBeeB Method, Return Period Method, the LuoMinxun formula of Bankfull Discharge Method has a better applicability to calculate bed-building discharge for Ba River.
Keywords :
hydrological techniques; rivers; sediments; water conservation; AD 2001; China; LuoMinxun formula; Northwest Water Conservancy Science Research Institute; bankfull discharge model; bed-building discharge; effective sediment transport discharge method; hydrological data; lower Ba River; middle Ba River; return period method; river model experiment; Barium; Buildings; Discharges; Educational institutions; Prototypes; Rivers; Sediments; Ba River; balance riverbed; bed-building discharge; river model experiment;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location :
Hohhot
Print_ISBN :
978-1-4244-9436-1
Type :
conf
DOI :
10.1109/MACE.2011.5988072
Filename :
5988072
Link To Document :
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