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Section 14: References

Anderson, E. A. (1972). NWSRFS Forecast Procedures, NOAA Technical Memorandum, NWS HYDRO-14, Office of Hydrologic Development, Hydrology Laboratory, NWS/NOAA, Silver Spring, MD.

Asquith, W. H., and D. B. Thompson. (2008). Alternative Regression Equations for Estimation of Annual Peak-Streamflow Frequency for Undeveloped Watersheds in Texas Using PRESS Minimization, US Geological Survey Scientific Investigations Report 2008–5084, Austin, TX. (TxDOT 0-5521-2)

Asquith, W. H., and M. C. Roussel. (2007). An Initial Abstraction, Constant-Loss Model for Unit Hydrograph Modeling for Applicable Watersheds in Texas, US Geological Survey Scientific Investigations Report 2007–5243, Austin, TX. (TxDOT 0-4193-7)

Asquith, W.H., and M.C. Roussel. (2009) “ Regression Equations for Estimation of Annual Peak-Streamflow Frequency for Undeveloped Watersheds in Texas Using and L-moment-Based, PRESS-Minimized, Residual-Adjusted Approach.” US Geological Survey Scientific Investigations Report 2009-5087, Austin, TX. (TxDOT 0-5521-1)

Asquith, W. H., M. C. Roussel, and J. Vrabel. (2006). Statewide Analysis of the Drainage-Area Ratio Method for 34 Streamflow Percentile Ranges in Texas, US Geological Survey Scientific Investigations Report 2006–5286, Austin, TX.

Asquith, W. H., M. C. Roussel, D. B. Thompson, T. G. Cleveland, and X. Fang. (2005). Summary of Dimensionless Texas Hyetographs and Distribution of Storm Depth, Developed for Texas Department of Transportation Research Project 0-4194, US Geological Survey, Austin, TX. (TxDOT 0-4194-4)

Asquith, W. H., and M. C. Roussel. (2004). Atlas of Depth-Duration Frequency of Precipitation Annual Maxima for Texas, US Geological Survey Scientific Investigations Report 2004-5041, Austin, TX. (TxDOT 5-1301-01-1)

Asquith, W. H. (2003). Modeling of Runoff-Producing Rainfall Hyetographs in Texas Using L-Moment Statistics, University of Texas at Austin, TX.

Asquith, W. H. (1999). Areal-Reduction Factors for the Precipitation of the 1-Day Design Storm in Texas, US Geological Survey Water-Resources Investigations Report 99-4267, Austin, TX.

Asquith, W. H. (1998). Depth-Duration Frequency of Precipitation for Texas, US Geological Survey Water-Resources Investigations Report 98-4044, Austin, TX.

Asquith, W. H., and R. M. Slade, Jr. (1997). Regional Equations for Estimation of Peak-Streamflow Frequency for Natural Basins in Texas, US Geological Survey Water-Resources Investigations Report 96-4307, Austin, TX.

Asquith, W. H., R. M. Slade, Jr., and L. Judd. (1995). Analysis of Low-Outlier Thresholds for Log-Pearson Type III Peak-Streamflow Frequency Analysis in Texas, in Texas Water '95 Component Conference of American Society of Civil Engineers First International Conference, San Antonio, TX, Proceedings, San Antonio, TX, American Society of Civil Engineers.

Chow, V. T. (1959). Open Channel Hydraulics, McGraw-Hill, Inc., New York, NY.

Chow, V. T., D. R. Maidment, and L. W. Mays. (1988). Applied Hydrology, McGraw-Hill International Editions, Singapore.

Climatic Adjustments of Natural Resource Conservation Service (NRCS) Runoff Curve Numbers: Final Report / Thompson, David B.; Harle, H. Kirt; Keister, Heather; McLendon, David; Sandrana, Shiva K. - Lubbock, TX: Texas Tech University (TechMRT) 2003. (TxDOT 0-2104-2)

Dalrymple, Tate, and M.A. Benson (1960). Flood-Frequency Analysis, Manual of Hydrology, Part 3: Flood-Flow Techniques, US Geological Survey Water Supply Paper, Number 1543-A.

D. B. Thompson, T. G. Cleveland. (2009). Subdivision of Texas Watersheds for Hydrologic Modeling, Texas Tech University. Developed for Texas Department of Transportation Research Project 0-5822. (TxDOT 0-5822-01-2)

Frederick, Ralph H., Vance A. Myers, and Eugene P. Auciello. (1977). NOAA Technical Memorandum NWS HYDRO-35: Five- to 60-minute Precipitation Frequency for the Eastern and Central United States, Silver Spring, MD.

Hailey, James L and McGill, H.N. (1983). Runoff curve number based on soil-cover complex and climatic factors, Proceedings 1983 Summer Meeting ASAE, Montana State University, Bozeman, MT, June 26-29, 1983, Paper Number 83-2057.

Hershfield, Davd M. (1961). Technical Paper No. 40: Rainfall Frequency Atlas of the United States for Durations from 30 Minutes to 24 Hours and Return Periods from 1 to 100 Years, US Department of Commerce, Weather Bureau, Washington, D.C.

Interagency Advisory Committee on Water Data (IACWD). (1982). Guidelines for Determining Flood Flow Frequency, Bulletin #17B, US Geological Survey, Reston, VA.

Judd, L. J., Asquith, W. H., Slade, R. M., Jr. (1996). Techniques to Estimate Generalized Skew Coefficients of Annual Peak Streamflow for Natural Basins in Texas, US Geological Survey, Austin, TX.

McCuen, Richard H. (1989) Hydrologic Analysis and Design, Prentice-Hall, Inc., Englewood Cliffs, NJ.

Miller, John F. (1964). Technical Paper No. 49: Two- to Ten-Day Precipitation for Return Periods of 2 to 100 Years in the Contiguous United States, US Department of Commerce, Weather Bureau, Washington, D.C.

Natural Resources Conservation Service (NRCS). (1986). Urban Hydrology for Small Watersheds—Technical Release 55, Washington, D.C.

Natural Resources Conservation Service (NRCS). (2009). Small Watershed Hydrology - WinTR-55 User Guide, Washington, D.C.

Pilgrim, D. H., and I. Cordery. (1975). "Rainfall Temporal Patterns for Design Floods." ASCE Journal of the Hydraulics Division, Vol. 101, No. HY1, Jan.

Rawls, W. J., D. L. Brakensiek, and S. D. Logsdon. (1993). “Predicting Saturated Hydraulic Conductivity Utilizing Fractal Principles.” Soil Sci. Soc. Amer. J. 57:1193-1197.

Roussel, Meghan C., David B. Thompson, Xing Fang, Theodore G. Cleveland, and C. Amanda Garcia. (2005). Time-Parameter Estimation for Applicable Texas Watersheds Developed for Texas Department of Transportation Research Project Number 0–4696.

Shearman, J.O., Kirby, W.H., Schneider, V.R. and Flippo, H.N. (1985). Bridge Waterways Analysis Model: Research Report, FHWA/RD-86/108.

T. G. Cleveland, D. B. Thompson, X. Fang, and M-H. Li. (2012). Guidance for Estimation of Time of Concentration in Texas for Low-Slope Conditions, Texas Tech University. Developed for Texas Department of Transportation Research Project 0-6382. (TxDOT 0-6382-1)

Thompson, David B., Harle, H. Kirt; Keister, Heather, McLendon, David, Sandrana, Shiva K. (2003). Climatic Adjustments of Natural Resource Conservation Service (NRCS) Runoff Curve Numbers: Final Report, Lubbock, TX: Texas Tech University (TechMRT) (TxDOT 0-2104-2)

U.S. Army Corps of Engineers (USACE). (2000). Hydrologic Modeling System HEC-HMS Technical Reference Manual, Hydrologic Engineering Center, Davis, CA.

U.S. Army Corps of Engineers (USACE). (1994). Engineer Manual 1110-2-1417, “ Engineering and Design Flood-Runoff Analysis,” Washington, D.C.

U.S. Bureau of Reclamation Glossary, available at < http://www.usbr.gov/library/glossary/>

U.S. Department of Commerce, Weather Bureau. (1958). Rainfall Intensity-Frequency Regime, Part 3—the Middle Atlantic Region, Technical Paper No. 29, Washington, D.C.

U.S. Department of Transportation, Federal Highway Administration (FHWA). (2001). Urban Drainage Design Manual, Hydraulic Engineering Circular No. 22 (HEC-22), Second Edition, Washington, D.C.

USGS Water Science Glossary of Terms, available at < http://ga.water.usgs.gov/edu/dictionary.html>

U.S. Geological Survey (USGS). (2001). The National Flood-Frequency Program—Methods for Estimating Flood Magnitude and Frequency for Natural Basins in Texas, 2001, USGS Fact Sheet 022-01.

Viessman, W., G. L. Lewis, and J. W. Knapp. (1989). Introduction to Hydrology, Harper & Row, New York, NY.

Water Education Foundation (WEF) and American Society of Civil Engineers (ASCE). (1992). Design and Construction of Urban Stormwater Management Systems, ASCE Manuals and Reports of Engineering Practice No. 77, WEF Manual of Practice FD-20, New York, NY.

Williams-Sether, T., W. H. Asquith, D. B. Thompson, T. G. Cleveland, and X. Fang. (2004). Empirical, Dimensionless, Cumulative-Rainfall Hyetographs Developed from 1959-86 Storm Data for Selected Small Watersheds in Texas, US Geological Survey Scientific Investigations Report 2004-5075.

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