by J.T. Trommer, J.E. Loper, K.M. Hammett, and Geronia Bowman
Abstract
Introduction
Purpose and Scope
Acknowledgments
Description of the Study Area
Watershed Descriptions
Methods
Watershed Characteristics
Data Collection
Estimating Procedures
The Rational Method
The U.S. Geological Survey Regional Regression Equation Method
The Natural Resources Conservation Service TR-20 Model
The Army Corps of Engineers HEC-1 Model
The Environmental Protection Agency Storm Water Management Model
Comparison of Observed to Estimated Runoff
The Rational Method
The U.S. Geological Survey Regional Regression Equation Method
The Natural Resources Conservation Service TR-20 Model
The Army Corps of Engineers HEC-1 Model
The Environmental Protection Agency Storm Water Management Model
Statistical Analysis of Data
Summary and Conclusions
Selected References
Appendixes
Appendix I. Estimated peak discharges and runoff volumes for synthetic storms of 2, 5,10, 25, 50, and 100 year recurrence intervals using the U.S. Geological Survey regional regression equations
Appendix II. Selected input parameters to the U.S. Environmental Protection Agency Storm Water Management model
Appendix III. Selected groundwater input parameters to the U.S. Environmental Protection Agency StormWater Management model
| AccessibilityFOIAPrivacyPolicies and Notices | |
  |
|