A Numerical Infiltration Model in Civil Engineering and its Comparison with Geo-Seep Software

Dong Fang Tian; Xiao Yu Ling

doi:10.4028/www.scientific.net/AMR.859.257

Paper Titles

The Application and Development of Ultra-High-Performance Concrete in Bridge Engineering
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Reservoir Volume Estimation in Exploration Phase by Monte Carlo Simulation
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Modal Analysis on Steel Frame-Energy Dissipation Support Structure
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A Numerical Infiltration Model in Civil Engineering and its Comparison with Geo-Seep Software
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Research on Pedestrian Crossing Characteristics and Crossing Facilities of University's Passageway
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Study on the Optimal Design of the Members of Contaniner Building with Building Materials II: Joint and Corner Column Optimization
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Study on the Optimal Design of the Members of Contaniner Building with Building Materials I: Side Board Optimization
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Analysis on Energy Conservation Materials’ Influence on Energy Saving Construction Cost
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 859A Numerical Infiltration Model in Civil...

A Numerical Infiltration Model in Civil Engineering and its Comparison with Geo-Seep Software

Abstract:

A numerical couple model of infiltration and runoff is presented which could simulate infiltration more accurately in theory. While a usually tool to solve infiltration problem is Geo-Seep software which contained in Geo-Slope package. In this paper, the difference of infiltration capacity between two above methods are researched. A numerical orthogonal test considering saturated conductivity (Ks), rainfall intensity (R), slope gradient (S) and Manning roughness of slope surface (n) is adopted to explore the difference. Calculation results show that the maximum difference reaches 38.25% and the biggest influence factor is Ks.

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Periodical:

Advanced Materials Research (Volume 859)

Pages:

257-260

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.859.257

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Online since:

December 2013

Authors:

Dong Fang Tian*, Xiao Yu Ling

Keywords:

Numerical Simulation, Runoff, Seep

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