Rational coefficients for steeply sloped watersheds
- Author
- CUTTER, A. Gillian1 ; MCCUEN, Richard H2
[1] Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742, United States
[2] Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742-3021, United States - Source
Journal of irrigation and drainage engineering. 2007, Vol 133, Num 2, pp 188-191, 4 p ; ref : 1/4 p
- CODEN
- JIDEDH
- ISSN
- 0733-9437
- Scientific domain
- Agronomy, agriculture, phytopathology; Civil engineering
- Publisher
- American Society of Civil Engineers, Reston, VA
- Publication country
- United States
- Document type
- Article
- Language
- English
- Author keyword
- Hydrologic models Slopes Watershed management
- Keyword (fr)
- Aménagement hydraulique Bassin versant Hydrologie Modèle hydraulique Modélisation Pente
- Keyword (en)
- Water engineering Watershed Hydrology Hydraulic model Modeling Slope
- Keyword (es)
- Aprovechamiento hidráulico Cuenca Hidrología Modelo hidraúlico Modelización Pendiente
- Classification
- Pascal
- 002 Biological and medical sciences / 002A Fundamental and applied biological sciences. Psychology / 002A32 Agronomy. Soil science and plant productions / 002A32C General agronomy. Plant production / 002A32C03 Agricultural and forest climatology and meteorology. Irrigation. Drainage / 002A32C03B Irrigation. Drainage
- Discipline
- Agronomy. Soil sciences and vegetal productions
- Origin
- Inist-CNRS
- Database
- PASCAL
- INIST identifier
- 18649139
Sauf mention contraire ci-dessus, le contenu de cette notice bibliographique peut être utilisé dans le cadre d’une licence CC BY 4.0 Inist-CNRS / Unless otherwise stated above, the content of this bibliographic record may be used under a CC BY 4.0 licence by Inist-CNRS / A menos que se haya señalado antes, el contenido de este registro bibliográfico puede ser utilizado al amparo de una licencia CC BY 4.0 Inist-CNRS
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DOI
10.1061/(ASCE)0733-9437(2007)133:2(188) 
https://dx.doi.org/10.1061/(ASCE)0733-9437(2007)133:2(188)
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