Analytical methods for estimating saturated hydraulic conductivity in a tile-drained field

Journal of Hydrology

Volumn 289, Issue 1-4, 2004, Pages 111-127

  Rupp, David E ^a   Owens, Joshua M ^a   Warren, Kristina L ^a,b   Selker, John S ^a  

^a Oregon State University   (United States)

^b Camp Dresser and McKee   (United States)

Author keywords

Boussinesq equation; Field scale; Recession analysis; Saturated hydraulic conductivity; Tile drains; Water table

Indexed keywords

DISCHARGE (FLUID MECHANICS); HYDROLOGY; SOILS; SPURIOUS SIGNAL NOISE;

BOUSSINESQ EQUATION; RECESSION CURVES;

HYDRAULIC CONDUCTIVITY;

AGRICULTURAL LAND; BOUSSINESQ EQUATION; ESTIMATION METHOD; HYDRAULIC CONDUCTIVITY; SATURATED MEDIUM; TILE DRAIN; WATER TABLE;

EID: 1642346301     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2003.11.004     Document Type: Article

References (24)

1. Abramowitz M., Stegun I.A. Handbook of Mathematical Functions. 1972;Dover, New York. p. 1046.
2. Boussinesq J. Recherches théoriques sur l'écoulement des nappes d'eau infiltrées dans le sol et sur débit de sources. J. Math. Pure Appl. 5:(10):1904;5-78.
3. Brutsaert W., Lopez J.P. Basin-scale geohydrologic drought flow features of riparian aquifers in the southern Great Plains. Water Resour. Res. 34:(2):1998;233-240.
4. Brutsaert W., Nieber J.L. Regionalized drought flow hydrographs from a mature glaciated plateau. Water Resour. Res. 13:(3):1977;637-643.
5. Dumm L.D. New formula for determining depth and spacing of subsurface drains in irrigated lands. Agric. Engng. 35:1954;726-730.
6. Dumm L.D. Transient-flow concept in subsurface drainage: its validity and use. Trans. ASAE. 7:(2):1964;142-151.
7. El-Mowelhi N.M., van Schilfgaarde J. Computation of soil hydrological constants from field drainage experiments in some soils of Egypt. Trans. ASAE. 25:1982;984-986.
8. Hoffman G.J., Schwab G.O. Tile spacing prediction based on drain outflow. Trans. ASAE. 13:(4):1964;444-447.
9. Hooghoudt S.B. Bijdragon tot de Kennis van Eenige Natuurkundige Groothen van den Grond, 7. Algemeene Beschouwing van het Probleem van de Detail Ontwatering en de Infiltratie door middle van Parallel Loopende Drains, Greppels, Slooten en Kanalen, Verslag. Landbouwk. Onderzoek. 46:1940;515-707.
10. Klute A. Water Retention: Laboratory Methods. Part 1. second ed Agronomy Monograph No. 9. 1986;. pp. 635-662.
11. Klute A., Dirksen C. Hydraulic Conductivity and Diffusivity: Laboratory Methods, Methods of Soil Analysis. Part 1. second ed Agronomy Monograph No. 9. 1986;. pp. 687-734.
12. Luthin J.N. The falling water table in tile drainage. II. Proposed criteria for spacing tile drains. Trans. ASAE. 1959;44-45.
13. Luthin J.N., Worstell R.V. The falling water table in tile drainage. III. Factors affecting the rate of fall. Trans. ASAE. 1959;45-51.
14. Manning R. On the flow of water in open channels and pipes. Transactions of the Institute of Civil Engineers of Ireland. 1981.
15. Neale L.C., Price R.E. Flow characteristics of PVC sewer pipe. J. Sanitary Engng Div., Div. Proc. 90SA3, ASCE. 1964;109-129.
16. Otte G.E., Setness D.K., Anderson W.A., Herbert F.J., Knezevich C.A. Soil Survey of the Yamhill Area, USDA. Soil Conservation Service; in Cooperation with the Oregon Agriculture Experimental Station. 1974;. p. 138 ( http://www.or.nrcs.usda.gov/pnw_soil/oregon/or679.html ).
17. Parlange J.-Y., Stagnitti F., Heilig A., Szilagyi J., Parlange M.B., Steenhuis T.S., Hogarth W.L., Barry D.A., Li L. Sudden drawdown and drainage of a horizontal aquifer. Water Resour. Res. 37:(8):2001;2097-2101.
18. Polubarinova-Kochina P.Y. Theory of Groundwater Movement (R.J.M. De Weist, Trans. from Russian). 1962;Princeton University Press, Princeton, NJ. p. 613.
19. Szilagyi J. Sensitivity analysis of aquifer parameter estimations based on the Laplace equation with linearized boundary conditions. Water Resour. Res. 39:(6):2003;SBH 8-1-SBH 8-7.
20. Szilagyi J., Parlange M.B. Baseflow separation based on analytical solutions of the Boussinesq equation. J. Hydrol. 204:1998;251-260.
21. Szilagyi J., Parlange M.B., Albertson J.D. Recession flow analysis for aquifer parameter determination. Water Resour. Res. 34:(7):1998;1851-1857.
22. Talsma T., Haskew H.C. Investigation of water-table response to tile drains in comparison with theory. J. Geophys. Res. 64:(11):1959;1933-1944.
23. Troch P.A., de Troch F.P., Brutsaert W. Effective water table depth to describe initial conditions prior to storm rainfall in humid regions. Water Resour. Res. 29:(2):1993;427-434.
24. van Schilfgaarde J. Design of tile drainage for falling water tables. J. Irrigation Drainage Div., Proc. ASCE. IR:1963;1-10.