Skip to main content

Loss Rate Representation in the HEC-1 Watershed Model

  • Chapter
Unsaturated Flow in Hydrologic Modeling

Part of the book series: NATO ASI Series ((ASIC,volume 275))

Abstract

The HEC-1 watershed model is a very popular computer program for computing watershed runoff. The methods used in this model for computing rainfall losses are described and critically evaluated. The application of the loss rate methods is described via example.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Aron, G., Miller, A. C., and D. F. Lakatos, 1977. ‘Infiltration Formula Based on SCS Curve Number,’ Journal of the Irrig. and Drainage Division, ASCE, December.

    Google Scholar 

  • Bouwer, H., 1966. ‘Rapid field measurements of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysis,’ Water Res. Res., V2(4), 729–738.

    Article  Google Scholar 

  • Brakensiek, D. L., 1977. ‘Estimating the effective capillary pressure in the Green and Ampt infiltration equation,’ Water Res. Res., V13(3), 680–682.

    Article  Google Scholar 

  • Brutsaert, W., 1967. ‘Some methods of calculating unsaturated permeability,’ Trans. ASAE, V10(3), 400–404.

    Google Scholar 

  • Cermak, R. J., 1981. ‘Appliction of HEC-1 Kinematic Wave,’ Hydrologic Engineering Center, Unpublished Manuscript, Davis, California.

    Google Scholar 

  • Corps of Engineers, 1976. Upper Hudson and Mohawk River Basins Hydrologic Flood Routing Models, prepared by Resource Analysis Inc., Cambridge, Massachusetts, for New York District, p248.

    Google Scholar 

  • Corps of Engineers, Construction Engineering Research Laboratory, 1983. SOILS-5. An interactive soils information systems users manual, Technical Report N-163, 27p.

    Google Scholar 

  • Dawdy, D. R., Lichty, R. W., and Bergman, J. M., 1972. ‘A Rainfall-Runoff Simulation Model for Estimation of Floood Peaks for Small Drainage Basins, Geological Survey Professional Paper,’ 506-b, U. S. Government Printing Office, Washington D. C., 28p.

    Google Scholar 

  • Espey, Huston and Assoc. 1976. ‘Comprehensive Drainage Study, Waller Creek Drainage Basin, City of Austin, Texas.’

    Google Scholar 

  • Ford, D. T., Morris, E. C. and Feldman, A. D. 1980. ‘Corps of Engineers’ experience with automatic calibration of a precipitation-runoff model,’ In, Water and related land resource systems (Y. Haimes and J. Kindler, eds.), Pergamon Press, New York.

    Google Scholar 

  • Goldman, D. M., 1986. Estimating runoff prediction uncertainty using a physically-based stochastic watershed model. Ph. D. dissertation, University of California, Davis.

    Google Scholar 

  • Hjemfelt, A. T., 1980. ‘Curve Number Procedure as Infiltration Method,’ Journal of the Hydr. Div., ASCE, HY6, September, 1107–1111.

    Google Scholar 

  • Hydrologie Engineering Center, 1981. HEC-1. Flood hydrograph package, U. S. Army Corps of Engineers, Davis, California.

    Google Scholar 

  • Holtan, H. N., Stitner, G. J., Henson, W. H. and Lopez, N. C. 1975. ‘USDAHL-74 Revised Model of Watershed Hydrology,’ Technical Bulletin No. 1518, Agricultural Research Service, U.S. Department of Agriculture, Washington, D.C.

    Google Scholar 

  • Kirkby, M. J., 1978. Hillslope Hydrology, John Wiley and Sons, New York, p389.

    Google Scholar 

  • Li, R., Stevens, M. A., Simons, D. B., 1976. ‘Solutions to Green-Ampt Infiltration Equation,’ Journal Irrig. and Drain. Div., ASCE, IR2, June, 239–248.

    Google Scholar 

  • Mein, R. G. and Larson, C. L. 1973. ‘Modeling Infiltration During a Steady Rain,’ Water Res. Res., V17(4), 1005–1013.

    Google Scholar 

  • Mein, R. G. and Farrel, D. A., 1974. ‘Determination of the wetting front suction in the Green-Ampt Equation,’ Soil Science Soc. Amer., V(38), 872–876.

    Article  Google Scholar 

  • Mockus, Victor, 1964. ‘Letter from Victor Mockus to Orrin Ferris,’ March 5, U. S. Department of Agriculture, Soil Conservation Service, Latham, Maryland.

    Google Scholar 

  • Miller, N., 1985. Personal Communication, Head Hydrology Unit, National Engineering Staff, Soil Conservation Service, U. S. Department of Agriculture.

    Google Scholar 

  • Morel-Seytoux, H. J. 1988. ‘Equivalence between Infiltration Parameters in Horton and Morel-Seytoux formulae,’ Proc. 8th annual HYDROLOGY DAYS, Hydrology Days Publications, Fort Collins Colorado, 248–259.

    Google Scholar 

  • Morel-Seytoux, H. J. 1980. ‘Application of Infiltration Theory in Hydrology Practice,’ HYDROWAR, Program, CEP80–81HJM2, Engineering Research Center, Colorado State University, Fort Collins, Colorado.

    Google Scholar 

  • Morel Seytoux, H. J., and Kahnji, J., 1974. ‘Derivation of an equation of infiltration,’ Water Res. Res., V10(4), 795–800.

    Article  Google Scholar 

  • Morel-Seytoux, H. J. and Verdin, J. P., 1981. ‘Extension of the Soil Conservation Service Rainfall-Runoff Methodology for Ungaged Watersheds,’ U. S. Federal Highway Administration, Office of Research and Development, no. FHWA/RD-81/060, Washington D. C., 79.

    Google Scholar 

  • Musgrave, G. W. 1955. ‘How Much of the Rain Enters the Soil?’, In, Water: U. S. Department of Agricultural Yearbook, 151–159.

    Google Scholar 

  • Parlange, J. Y., 1975. ‘A note on the Green and Ampt Equation,’ Soil Science, V119(6), 466–467.

    Article  Google Scholar 

  • Philip, J. R., 1957. ‘The Theory of Infiltration: 4.Sorptivity and Algebraic Infiltration Equations,’ Soil Science, 84, 257–264.

    Article  Google Scholar 

  • Rallison, R. E., and Miller, N., 1981. ‘Past, Present and Future SCS Runoff Procedure, in Rainfall-Runoff Relationships, Proc. of the Inter. Symp. on Rainfall-Runoff Modeling,’ May 18–21 Mississippi State University, Water Resource Publications, Littleton, Colorado, 355–364.

    Google Scholar 

  • Rawls, W. J., D. L. Brakensiek, and K. E. Saxton, 1981,’ Soil water characteristics,’ Am. Soc. Agric. Eng. Paper No. 81–2510.

    Google Scholar 

  • Rawls, W. J., D. L. Brakensiek and K. E. Saxton, 1982a, ‘Estimation of soil water properties,’ Trans. ASAE, V25(5), 1316–1320 & 1328.

    Google Scholar 

  • Rawls, W. J., and D. L. Brakensiek, 1982b, ‘Estimating Soil Water Retention from Soil Properties,’ ASCE, V108, No. IR2, June, 166–171.

    Google Scholar 

  • Rawls, W. J., Brakensiek, D. L., and Soni, B., 1983. ‘Agricultural Management Effects on Soil Water Processes, Part I: Soil Water Retention and Green-Ampt Infiltration Parameters,’ Trans. ASAE, 1747–1752.

    Google Scholar 

  • Smith, R. E., 1976. ‘Approximations for Vertical Infiltration Rate Patterns,’ Transaction ASAE, V19(3), 505–509.

    Google Scholar 

  • Smith, R. E., and R. H. B. Hebbert, 1979,‘A Monte Carlo Analysis of the Hydrologic Effects of Spatial Variability of Infiltration,’ Water Res. Res., V30(2), April, 1979.

    Google Scholar 

  • Smith, R. E., 1983. Flux Infiltration Theory for use in Watershed Hydrology, In, Advances in Infiltration, Proceedings of the National Conference in Infiltration, ASAE, Chicago, Illinois.

    Google Scholar 

  • Soil Conservation Service 1972. National engineering handbook. Section 4, U.S. Department of Agriculture, Washington, D.C.

    Google Scholar 

  • United States Department of Agriculture, NO DATE, ‘The Central Great Plains Experiment Watershed,’ Agricultural Research Service, Beltsville, Maryland.

    Google Scholar 

  • United States Department of Agriculture, 1983, ‘REPHLEX, Retrieval procedures for hydrologic data from experimental watersheds in the United States,’ 56Arm-NE-9, Agricultural Research Service, Beltsville, Maryland.

    Google Scholar 

  • Youngs, E. G., 1968. ‘An Estimation of Sorptivity for Infiltration Studies from Moisture Moment Considerations,’ Soil Science, V106(3), 157–163.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1989 Kluwer Academic Publishers

About this chapter

Cite this chapter

Goldman, D.M. (1989). Loss Rate Representation in the HEC-1 Watershed Model. In: Morel-Seytoux, H.J. (eds) Unsaturated Flow in Hydrologic Modeling. NATO ASI Series, vol 275. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-2352-2_13

Download citation

  • DOI: https://doi.org/10.1007/978-94-009-2352-2_13

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-7559-6

  • Online ISBN: 978-94-009-2352-2

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics