Expected Value of Event Runoff with Curve Number Theory

Author:

Hawkins Richard H.,Ward Tim J.

Publisher

American Society of Civil Engineers

Reference7 articles.

1. Grabau M.R R.H. Hawkins K.E. VerWiere and D.C. Slack. (2009). "Variety of Antecedent Runoff Conditions for Rainfall-Runoff with the Curve Number Method." Proceedings of the 2009. Meetings of the Hydrology Section of the Arizona-Nevada Academy of Science. April 4 2009

2. Hawkins R.H. T.W. Ward T.J. Woodward D.E. and J.A Van Mullem. (2009). "Curve Number Hydrology State of the Practice" American Society of Civil Engineers Reston Va. 106pp.

3. Sobhani G. (1976). "A review of selected watershed design methods for possible adoption to Iranian conditions." MS thesis (Watershed Science) Utah State University Logan UT. 148pp

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1. Performance Assessment of Modest Event-Based Rainfall-Runoff Model;Lecture Notes in Civil Engineering;2023

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3. Understanding the Basis of the Curve Number Method for Watershed Models and TMDLs;Journal of Hydrologic Engineering;2019-07

4. Back Matter;Total Maximum Daily Load Analysis and Modeling;2017-05

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