TECHNICAL PAPERS
Oct 14, 2011

Reference Curve Numbers and Behavior for Sugarcane on Highly Weathered Tropical Soils

Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 11

Abstract

This work examines rainfall-runoff behavior and determines the reference curve numbers (CNs) on a highly weathered tropical clayey soil (Oxisol, or “latosol”) in Brazil for three conditions: (1) bare soil; (2) sugarcane with replanting each three years; and (3) near-permanent sugarcane without replanting. It compares findings with U.S. experiences and handbook values. Curve number and runoff behavior changed markedly after the seventh month of growth, and the profound influences of cover are clearly demonstrated. A surprising finding was that though these Oxisols are quite rich in clay, the rainfall-runoff results suggest that they should be classified as Hydrologic Soil Group B.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors would like to register their sincere thanks to Instituto Agronômico de Campinas for supplying the data used in this work. Support thanks also go to Dr. Francisco Lombardi Neto, retired researcher of the IAC, for supporting this study with important information and explanations about the data set. The authors also thank Dr James V. Bonta of USDA-ARS, North Appalachian Experimental Watershed, Coshocton, Ohio, for some creative review and suggestions.

References

Argenton, J., Albuquerque, J. A., Bayer, C., and Wildner, L. P. (2005). “Comportamento de atributos relacionados com a forma da estrutura de Latossolo Vermelho sob sistemas de preparo e plantas de cobertura.” Rev. Bras. Cienc. Solo, 29(3), 425–435 (in Portuguese).
Bohlen, P. J., Edwards, W. M., and Edwards, C. A. (1995). “Earthworm community structure and diversity in experimental agricultural watersheds in northeastern Ohio.” Plant Soil, 170(1), 233–239.
Cooley, K. R., and Lane, L. J. (1980). “Optimized runoff curve numbers for sugarcane and pineapple fields in Hawaii.” J. Soil Water Conserv., 35(3), 137–141.
Cooley, K. R., and Lane, L. J. (1982). “Modified runoff curve numbers for sugarcane and pineapple fields in Hawaii.” J. Soil Water Conserv., 37(2), 295–298.
Genovez, A. M. (1991). “Avaliação dos métodos de estimação das vazões de enchente para pequenas bacias rurais do Estado de São Paulo.” Campinas, Tese (Livre Docência)—Faculdade de Engenharia Civil, Universidade Estadual de Campinas, Brazil (in Portuguese).
Ghidin, A. A., Melo, V. F., Lima, V. C., and Lima, J. M. J. C. (2006). “Toposseqüências de Latossolos originados de rochas basálticas no Paraná. II—Relação entre mineralogia da fração argila e propriedades físicas dos solos.” Rev. Bras. Cienc. Solo, 30(2), 307–319 (in Portuguese).
Guevara, S. L. (2007). “Amount of straw and its influence on erosion control and soil quality of a typical Rhodic Hapludox under no-tillage system in Campinas, SP, Brazil.” M.S. dissertation, Instituto Agrônomico de Campinas, Brazil (in Portuguese).
Hawkins, R. H. (1975). “The importance of accurate curve numbers in the estimation of storm runoff.” Water Resour. Bull., 11(5), 887–891.
Hawkins, R. H. (1990). “Asymptotic determination of curve numbers from rainfall-runoff data.” Symp. Proc. Watershed Planning and Analysis in Action, ASCE, New York, 67–76.
Hawkins, R. H. (1993). “Asymptotic determination of runoff curve numbers from data.” J. Irrig. Drain Eng., 119(2), 334–344.
Hawkins, R. H., Ward, T. J., Woodward, D. E., Van Mullem, J. A. (2009). Curve number hydrology, state of the practice, ASCE, Reston, VA, 116.
Hjelmfelt, A. T. (1980). “Empirical investigation of curve number technique.” J. Hydraul. Div., 106(HY8), 1471–1476.
Instituto Brasileiro de Geografia e Estatística (IBGE). (2007). “Levantamento sistemático da produção agrícola.” Banco de dados agregados: Sistema IBGE de recuperação automática—SIDRA, 〈http://www.sidra.ibge.gov.br〉 (Oct. 8, 2007) (in Portuguese).
Juo, A. R. S., and Franzluebbers, K. (2003). Tropical soils: Properties and management for sustainable agriculture, Oxford University Press, New York, 281.
Leaf, C., Engman, E. T., Jones, E. B., Rango, A., Ward, T. J., and VanVactor, S. (1993). “Criteria for evaluation of watershed models.” J. Irrig. Drain Eng., 119(3), 429–442.
Marques, J. D., Libardi, P. L., and Lier, J. V. (2002). “Relação entre horizontes pedológicos e propriedades hidráulicas em dois latossolos.” Rev. Bras. Cienc. Solo, 26(4), 267–577 (in Portuguese).
Natural Resources Conservation Service (NRCS). (2004). “Hydrologic soil-cover complexes.” Chapter 9, National engineering handbook: Part 630, hydrology, 〈http://directives.sc.egov.usda.gov/〉 (Sep. 25, 2007).
Noguchi, S., Tsuboyama, Y., Sidle, R. C., and Hosoda, I. (1999). “Morphological characteristics of macropores and the distribution of preferential flow pathways in a forested slope segment.” Soil Sci. Soc. Am. J., 63(5), 1413–1423.
Ponce, V. M., and Hawkins, R. H. (1996). “Runoff curve number: Has it reached maturity?” J. Hydrol. Eng., 1(1), 11–19.
Shipitalo, M. J., Dick, W. A., and Edwards, W. M. (2000). “Conservation tillage and macropore factors that affect water movement and the fate of chemicals.” Soil Tillage Res., 53, 167–183.
Springer, E. P., and Hawkins, R. H. (2005). “Curve number and peak responses following the Cerro Grande fire on a small watershed.” Proc. Watershed Management 2005 (CD-ROM), ASCE, Reston, VA, 12.
Tognon, A. C. (1991). “Propriedades físico-hídricas do Latossolo Roxo da região de Guaíra-SP sob diferentes sistemas de cultivo.” Piracicaba, Dissertação (Mestrado em Solos e Nutrição de Plantas)—ESALQ, Universidade de São Paulo, Brazil (in Portuguese).
Van Mullem, J. E., Woodward, D. E., Hawkins, R. H., and Hjelmfelt, A. T. (2002). “Runoff curve number method: Beyond the handbook.” U.S. Geological Survey Advisory Committee on Water Information—Second Federal Interagency Hydrologic Modeling Conf., Washington, DC.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 11November 2011
Pages: 705 - 711

History

Received: Mar 24, 2009
Accepted: Jan 31, 2011
Published online: Oct 14, 2011
Published in print: Nov 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Aderson Sartori [email protected]
Companhia de Saneamento Básico do Estado de São Paulo, Itapetininga, SP, Brazil; formerly, Graduate student, Engenharia Civil, Arquitetura e Urbanismo, Univ. of Campinas, Campinas, SP, Brazil. E-mail: [email protected]
Richard H. Hawkins, M.ASCE [email protected]
Professor, School of Natural Resources and Environment, 325 Biosciences East, Univ. of Arizona, Tucson, AZ, 85721 (corresponding author). E-mail: [email protected]
Abel M. Genovez [email protected]
Faculdade de Engenharia Civil, Arquitetura e Urbanismo, Univ. of Campinas, Campinas, SP, Brazil. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share