Application of Critical Rainfall Curve to Rainfall and Snowmelt induced Embankment Slope Collapse
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture
Link
https://link.springer.com/content/pdf/10.1007/s10706-022-02097-7.pdf
Reference19 articles.
1. Abe, O. and Shimizu, M. (2009) Equivalent snow density to estimate snow load in extremely heavy snow areas. J Jpn Soc Snow Ice 66 (1): 11– 16 (in Japanese), DOI: https://doi.org/10.5331/seppyo.66.11
2. Garen DC, Marks D (2005) Spatially distributed energy balance snowmelt modelling in a mountainous river basin: estimation of meteorological inputs and verification of model results. J Hydrol 315:126–153. https://doi.org/10.1016/j.jhydrol.2005.03.026
3. He ZH, Parajka J, Tian FQ, Blöschl G (2014) Estimating degree-day factors from MODIS for snowmelt runoff modeling. Hydrol Earth Syst Sci 18:4773–4789. https://doi.org/10.5194/hess-18-4773-2014
4. Hughes PN, Glendinning S, Mendes J, Parkin G, Toll DG, Gallipoli D, Miller PE (2009) Full-scale testing to assess climate effects on embankments. Proc Instn Civ Engrs-Engng Sustain 162(2):67–79. https://doi.org/10.1680/ensu.2009.162.2.67
5. Japan Meteorological Agency https://www.data.jma.go.jp/cpdinfo/extreme/extreme_p.html (in Japanese) (refer 4/15/2020)
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