The Calculation of the Nan Poping Yellow River Bridge in Lanzhou-Chongqing Railway

Wen She He; Lan Zhen Wu; Su Min Zhao; Kai Chang

doi:10.4028/www.scientific.net/AMR.1065-1069.989

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069The Calculation of the Nan Poping Yellow River...

The Calculation of the Nan Poping Yellow River Bridge in Lanzhou-Chongqing Railway

Abstract:

Based on introducing engineering background and characteristics of river, the Yellow River in lanzhou section of the hydrological and sediment characteristics and characteristics of riverbed evolution are analyzed. On this basis, determine the once-in-a-century flow, and calculate the once-in-a-century flow when the bridge was analyzed and local scour of general erosion depth, scope of backwater height, etc.On the bridge of the embedment depth, clearance under the bridge, such as the check, and the bridge construction impact on the stability of river regime is analyzed.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

989-991

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.989

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Online since:

December 2014

Authors:

Wen She He, Lan Zhen Wu, Su Min Zhao*, Kai Chang

Keywords:

Calculation, Extra Large Bridge, Scour, Yellow River

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* - Corresponding Author

References

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