An investigation of curve number applicability to watersheds in excess of 25000 hectares (250 KM2)

Journal of Environmental Hydrology

Volumn 6, Issue , 1998, Pages

  Roy Johnson, R ^a  

^a NONE   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 54649085020     PISSN: 10583912     EISSN: 10583912     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Hawkins, R. H.; (1978) Runoff Curve Numbers with Varying Site Moisture, Journal of the Irrigation and Drainage Division, Proceedings of the American Society of Civil Engineers 104(IR4), 389-398.
2. Hope, A. S. and R. E. Schulze; (1981) Improved Estimates of Stormflow Volume Using the SCS CN Procedure in Rainfall-Runoff Relationship, Proceedings of the International Symposium on Rainfall-Runoff Modelling, Mississippi State University edited by V. P. Singh.
3. Ponce, V. M.; (1989) Engineering Hydrology - Principles and Practices, San Diego State University.
4. Rallison, R. E. and N. Miller; (1981) Past, Present, and Future SCS Runoff Procedure in Rainfall-Runoff Relationship, Proceedings of the International Symposium on Rainfall-Runoff Modelling, edited by V. P. Singh.
5. Rowney, A. C. and C. R. MacRae; (1992) QUALHYMO User/Technical Reference Manual Release 2.1 Continuous Hydrologic Simulation Framework.
6. Soil Conservation Service; (1972). Hydrology. National Engineering Handbook, Notice 4-102. United States Department of Agriculture, Beltsville, Maryland.
7. Trescott, Peter C.; (1968) Groundwater Resources and Hydrogeology of the Annapolis-Cornwallis Valley, Nova Scotia, Memoir 6, Department of Mines, Province of Nova Scotia.