TECHNICAL PAPERS
Oct 1, 2008

Watershed Physical and Hydrological Effects on Baseflow Separation

Publication: Journal of Hydrologic Engineering
Volume 13, Issue 10

Abstract

There is a great interest in understanding groundwater–surface water interactions among hydrologists and water resources planners. One of the most challenging parts of this concept is the separation and quantification of baseflow from the streamflow hydrograph. Therefore, this study is widely devoted to defining and testing these dominant forces within a watershed and incorporating their impact on streamflow components. The study area is located in the Coastal Plain of the Southeastern United States where separately measured surface and subsurface flow data are available for a field scale watershed for 9years (1970–1978). Sensitivity analysis was conducted with respect to the impact of different watershed characteristics on streamflow components and parameters of interest were identified. This study identified some of the key controls of streamflow partitioning by incorporating the most sensitive parameters in the streamflow partitioning approach using a regression equation based on watershed physical (e.g., land use, soils) and hydrologic characteristics (e.g. rainfall, soil moisture). Using new techniques are a step forward in understanding the streamflow partitioning process.

Get full access to this article

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

References

Allen, R. G., Pereira, L. S., and Smith, D. R. (1998). “Crop evapotranspiration. Guidelines for computing crop cater requirements.” FAO Irrigation and Drainage Paper No. 56, ⟨http://www.fao.org/docrep/X0490E/X0490E00.htm⟩ (May 1, 2005).
Arnold, J. G., Srinivasan, R., Muttiah, R. S., and Williams, J. R. (1998). “Large area hydrologic modeling and assessment. H I: Model development.” J. Am. Water Resour. Assoc., 34(1), 73–89.
Bakhsh, A., Kanwar, R. S., Jaynes, D. B., Colvin, T. S., and Ahuja, L. R. (2000). “Prediction of NO3-N losses with subsurface drainage water from manured and UAN-fertilized plots using GLEAMS.” Trans. ASAE, 43(1), 69–77.
Boughton, W. C. (1988). “Partitioning streamflow by computer.” Transactions of the Institution of Engineers, Australia, Civil engineering, 285–291.
Chahinian, N., Moussa, R., Andrieux, P., and Voltz, M. (2005). “Comparison of infiltration models to simulate flood events at the field scale.” J. Hydrol., 306(1–4), 191–214.
Chen, S., Cowan, C. F., and Grant, P. M. (1991). “Orthogonal least squares learning for radial basis function networks.” IEEE Trans. Neural Netw., 2(2), 302–309.
Chinkuyu, A. J., Meixner, T., Gish, T. J., and Daughtry, C. S. (2004). “The importance of seepage zones in predicting soil moisture content and surface runoff using GLEAMS and RZWQM.” Trans. ASAE, 47(2), 427–438.
Durbin, J., and Watson, G. S. (1950). “Testing for serial correlation in least squares regression. I.” Biometrika, 37(3), 409–428.
Durbin, J., and Watson, G. S. (1951). “Testing for serial correlation in least squares regression. II.” Biometrika, 38(4), 159–179.
Eckhardt, K. (2005). “How to construct recursive digital filters for baseflow separation.” Hydrolog. Process., 19(2), 507–515.
Green, W. H., and Ampt, G. A. (1911). “Studies in soil physics. I: The flow of air and water through soils.” J. Agric. Sci., 4(1), 1–24.
Hann, C. T., Johnson, H. P., and Brakensiek, D. L. (1982). Hydrologic modeling of small watersheds, American Society of Agricultural Engineers. St. Joseph, Mich.
Hanson, J. D., Rojas, K. W., and Shaffer, M. J. (1999). “Calibrating the root zone water quality model.” Agron. J., 91(2), 171–177.
Hawkins, R. H. (1978). “Runoff curve numbers with varying site moisture.” J. Irrig. and Drain. Div., 104(IR4), 389–398.
King, K. W., Arnold, J. G., and Bingner, R. L. (1999). “Comparison of Green-Ampt and curve number methods on Goodwin Creek Watershed using SWAT.” Trans. ASAE, 42(4), 919–925.
Knisel, W. G., Leonard, R. A., Davis, F. M., and Sheridan, J. M. (1991). “Water balance components in the Georgia Coastal Plain: A GLEAMS model validation and simulation.” J. Soil Water Conservat., 46(6), 450–455.
Linsley, R. K., and Franzini, J. B. (1987). “Water resources engineering.” McGraw-Hill series in water resources and environmental engineering, 7th Ed., McGraw-Hill, Columbus, Ohio.
Ma, L., et al. (2000). “Root zone water quality model sensitivity analysis using Monte Carlo simulation.” Trans. ASAE, 43(4), 883–895.
Maidment, D. R. (1993). Handbook of hydrology, McGraw-Hill, Columbus, Ohio.
Mishra, S. K., and Singh, V. P. (2003). Soil conservation service curve number (SCS-CN) methodology, Kluwer Academic, Norwell, Mass.
Mugo, J. M., and Sharma, T. C. (1999). “Application of a conceptual method for separating runoff components in daily hydrographs in Kimakia Forest catchments, Kenya.” Hydrolog. Process., 13(17), 2931–2939.
Mullem, V. (1991). “Runoff and peak discharges using Green-Ampt infiltration model.” J. Hydraul. Eng., 117(3), 354–370.
Nash, J. E., and Sutcliff, J. V. (1970). “River flow forecasting through conceptual models. I: A discussion of principles.” J. Hydrol., 10(3), 282–292.
Nathan, R. J., and McMahon, T. A. (1990). “Evaluation of automated techniques for baseflow and recession analyses.” Water Resour. Res., 26(7), 1465–1473.
Nearing, M. A., Liu, B. Y., Risse, L. M., and Zhang, X. (1996). “Curve numbers and Green-Ampt effective hydraulic conductivities.” Water Resour. Bull., 32(1), 125–136.
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2005). “Soil and water assessment tool theoretical documentation version 2005.” Grassland, Soil and Water Research Laboratory, Agricultural Research Service, Temple, Tex.
Nejadhashemi, A. P., Sheridan, J. M., Shirmohammadi, A., and Montas, H. J. (2007). “Hydrograph separation by incorporating climatological factors: Application to small experimental watersheds.” J. Am. Water Resour. Assoc., 43(3), 744–756.
Nejadhashemi, A. P., Shirmohammadi, A., and Montas, H. J. (2003). “Evaluation of streamflow partitioning methods.” ASAE Paper No. 032183, St. Joseph, Mich.
Nejadhashemi, A. P., Shirmohammadi, A., Sheridan, J. M., and Montas, H. J. (2004). “Evaluation of analytical methods for streamflow partitioning.” ASAE Paper No. 042151, St. Joseph, Mich.
Qu, G., Haririr, S., and Yousif, M. (2005). “A new dependency and correlation analysis for features” IEEE Trans. Knowl. Data Eng., 17(9), 1199–1207.
Rawls, W. J. (1976). “Analysis of the shallow subsurface flow process in the Georgia Coastal Plain.” Ph.D. thesis, Georgia Institute of Technology, Atlanta.
Rawls, W. J., and Asmussen, L. E. (1973). “Neutron probe field calibration for soils in the Georgia Coastal Plain.” Soil Sci., 116, 262–265.
Renshaw, C. E., Feng, X., Sinclair, K. J., and Dums, R. H. (2003). “The use of stream routing for direct channel precipitation with isotopically based hydrograph separation: The role of new water in storm flow generation.” J. Hydrol., 273(12), 205–216.
Serrano, S. E. (2001). “Explicit solution to Green and Ampt infiltration equation.” J. Hydrol. Eng., 6(4), 336–340.
Sheikh, V. (2006). “Soil moisture prediction: Bridging event and continuous runoff modeling.” Ph.D. dissertation. Wageningen Univ., Wageningen, The Netherlands.
Shirmohammadi, A., Djodjic, F., and Bergstrom, L. (2005). “Scaling issues in sustainable management of nutrient losses.” Soil Use Manage., 21(1), 160–166.
Shirmohammadi, A., Sheridan, J. M., and Knisel, W. G. (1984). “Streamflow partitioning and effect of threshold value.” ASAE Paper No. 84–2021, St. Joseph, Mich.
Shirmohammadi, A., Sheridan, J. M., and Knisel, W. G. (1987). “Regional application of an approximate streamflow partitioning method.” Water Resour. Bull., 23(1), 103–111.
Shirmohammadi, A., Yoon, K. S., Rawls, W. J., and Smith, O. H. (1997). “Evaluation of curve number procedures to predict runoff in GLEAMS.” J. Am. Water Resour. Assoc., 33(5), 1069–1076.
Sloto, R. A., and Crouse, M. Y. (1996). “HYSEP: A computer program for streamflow hydrograph separation and analysis.” United States Geological Survey. Water-Resources Investigation Rep. No. 96–4040, ⟨http://water.usgs.gov/software/code/surface_water/hysep/doc/hysep.pdf⟩ (May 1, 2005).
Smemoe, M. S., Nelson, E. J., and Zaho, B. (2004). “Spatial averaging of land use and soil properties to developed physical-based Green and Ampt parameters for Hec1.” Environ. Modell. Software, 19(6), 525–535.
USDA. (2004). “National engineering handbook: Estimation of direct runoff from storm rainfall.” NEH-4, Natural Resources Conservation Service. Part 630 Hydrology, ⟨http://www.hydrocad.net/neh-4.htm⟩ (May 1, 2006).
Wittenberg, H. (1999). “Baseflow recession and recharge as nonlinear storage processes.” Hydrolog. Process., 13(5), 715–726.
Wittenberg, H., and Sivapalan, M. (1999). “Watershed groundwater balance estimation using streamflow recession analysis and baseflow separation.” J. Hydrol., 219(1–2), 20–33.
Woodward, G. O., McCulloch, A. W., and Schrunk, J. F. (1969). Sprinkler irrigation, Sprinkler Irrigation Association, Hyattsville, Md.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 13Issue 10October 2008
Pages: 971 - 980

History

Received: May 17, 2007
Accepted: Jan 8, 2008
Published online: Oct 1, 2008
Published in print: Oct 2008

Permissions

Request permissions for this article.

Authors

Affiliations

Amir P. Nejadhashemi [email protected]
Assistant Professor, Biosystems and Agricultural Engineering Dept., Michigan State Univ., East Lansing, MI 48824. E-mail: [email protected]
Adel Shirmohammadi
Professor, Fischell Dept. of Bioengineering, Univ. of Maryland, College Park, MD 20742.
Hubert J. Montas
Associate Professor, Fischell Dept. of Bioengineering, Univ. of Maryland, College Park, MD 20742.
Joseph M. Sheridan
Research Hydraulic Engineer, Southeast Watershed Research, USDA-Agricultural Research Service, Southeast Watershed Research Laboratory, Tifton, GA 31793.
David D. Bosch
Research Hydraulic Engineer, Southeast Watershed Research, USDA-Agricultural Research Service, Southeast Watershed Research Laboratory, Tifton, GA 31793.

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