TECHNICAL PAPERS
Mar 1, 2002

Drought Flow from Hillslope

This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydrologic Engineering
Volume 7, Issue 2

Abstract

Hillslope subsurface drainage is one of the key elements in the hydrology of upland watersheds. This explains or simulates the simple rainfall-runoff response to precipitation and the hydrology under drought conditions. The purpose of this study is the derivation of the solution of the nonlinear partial differential equation to given drought conditions and its comparison with the experimental results. To analyze drought flows, subsurface drainage from a hillslope above a sloping impermeable layer is theoretically and experimentally studied. The resultant governing equation is a nonlinear diffusion equation, which is difficult to solve analytically. The approximate solution obtained by the method of variation is in good agreement with the experimental results. The linearized solution of the nonlinear diffusion equation is also compared with the nonlinear solution. Finally, the effect of the slope angle of an impermeable layer and the applicability of Darcy’s law to hillslope subsurface flow are discussed.

Get full access to this article

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

References

Bear, J. (1988). Dynamics of fluids in porous media, Dover, New York, 126.
Beven, K.(1981). “Kinematic subsurface stormflow.” Water Resour. Res., 17(5), 1419–1424.
Beven, K.(1982). “On subsurface stormflow: Predictions with simple kinematic theory for saturated and unsaturated flows.” Water Resour. Res., 18(6), 1627–1633.
Brutsaert, W.(1994). “The unit of groundwater from a hillslope.” Water Resour. Res., 30(10), 2759–2763.
Brutsaert, W., and El-Kadi, A. I.(1986). “Interpretation of an unconfined groundwater flow experiment.” Water Resour. Res., 22(3), 419–422.
Brutsaert, W., and Nieber, J. L.(1977). “Regionalized drought flow hydrographs from a mature glaciated plateau.” Water Resour. Res., 13(3), 637–643.
Carrier, G. F., and Pearson, C. E. (1988). Partial differential equations, Academic, San Diego.
Chapman, T. G., and Dressler, R. F.(1984). “Unsteady shallow groundwater flow over a curved impermeable boundary.” Water Resour. Res., 20(10), 1427–1434.
Childs, E. C.(1971). “Drainage of groundwater resting on a sloping bed.” Water Resour. Res., 7(5), 1256–1263.
Germann, P. F., and Beven, K.(1985). “Kinematic wave approximation to infiltration into soils with sorbing macropores.” Water Resour. Res., 21(7), 990–996.
Ibrahim, H. A., and Brutsaert, W.(1965). “Inflow hydrographs from large unconfined aquifers.” J. Irrig. Drain Eng., 91(IR2), 21–38.
Ibrahim, H. A., and Brutsaert, W.(1966). J. Irrig. Drain Eng., 92(IR3), 68–69.
Kirkby, M. J., ed. (1978). Hillslope hydrology, Wiley, New York.
Sanford, W. E.(1993). “Hillslope drainage with sudden drawdown: Closed form solution and laboratory experiments.” Water Resour. Res., 29(7), 2313–2321.
Shima, S. (1968). “Unsteady seepage flow including vertical flow component.” Proc., 23rd Annual Convention of JSCE, Toyko, 419–422 (in Japanese).
Sloan, P. G., and Moore, I. D.(1984). “Modeling subsurface stormflow on steady sloping forested watershed.” Water Resour. Res., 20(12),1815–1822.
Stagnitti, F., Parlange, M. B., Steenhuis, T. S., and Parlange, J.-Y.(1986). “Drainage from a uniform soil layer on a hillslope.” Water Resour. Res., 22(5), 631–634.
Yates, S. R., Warrick, A. W., and Lomen, D. O.(1985). “Hillslope seepage: An analytical solution to a nonlinear Dupuit-Forchheimer problem.” Water Resour. Res., 21(3), 331–336.
Zecharias, Y. B., and Brutsaert, W.(1988). “Recession characteristics of groundwater outflow and base flow from mountainous watersheds.” Water Resour. Res., 24(10), 1651–1658.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 7Issue 2March 2002
Pages: 109 - 115

History

Received: Jun 5, 2000
Accepted: Sep 25, 2001
Published online: Mar 1, 2002
Published in print: Mar 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Kazumasa Mizumura
Professor, Civil Engineering Dept., Kanazawa Institute of Technology, 7-1, Ogigaoka, Nonoichimachi, Ishikawa Pref. 921-8812, Japan.

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