Field evaluation of passive capillary samplers for estimating groundwater recharge

Water Resources Research

Volumn 36, Issue 9, 2000, Pages 2407-2416

  Louie, Michael J ^a   Shelby, Patrick M ^b   Smesrud, Jason S ^c   Gatchell, Lance O ^d   Selker, John S ^e   Shelby, R M ^b  

^a MeasureTek   (United States)

^b Vulcan Materials Co   (United States)

^c CH2M HILL   (United States)

^d Lincoln Soil and Water Conserv D   (United States)

^e OREGON STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CAPILLARY FLOW; GROUNDWATER FLOW; PRECIPITATION (METEOROLOGY); SAMPLING; SOILS;

PASSIVE CAPILLARY SAMPLERS; SOIL WATER FLUX;

RECHARGING (UNDERGROUND WATERS);

FIELD SURVEY; GROUNDWATER; PERCOLATION; RECHARGE; WATER INFLUX;

GROUNDWATER; PERFORMANCE ASSESSMENT; RECHARGE; SAMPLER; SOIL WATER;

LANE; OREGON; UNITED STATES;

EID: 0034284689     PISSN: 00431397     EISSN: None     Source Type: Journal    
DOI: 10.1029/2000WR900135     Document Type: Article

References (41)

1. Barbee, G. C., and K. W. Brown, Comparison between suction and free drainage soil solution sampler, Soil Sci., 141(2), 149-154, 1986.
2. Boll, J., J. S. Selker, B. M. Nijssen, T. S. Steenhuis, J. van Winkle, and E. Jolles, Water quality sampling under preferential flow conditions, Lysimeters for Evapotranspiration and Environmental Measurement, edited by R. G. Allen et al., pp. 290-298, Am. Soc. Civ. Eng., New York, 1991.
3. Boll, J., T. S. Steenhuis, and J. S. Selker, Fiberglass wicks for sampling of water and solutes in the vadose zone, Soil Sci. Soc. Am. J., 56, 701-707, 1992.
4. Brandi-Dohrn, F. M., R. P. Dick, M. Hess, and J. S. Selker, Field evaluation of passive capillary samplers, Soil Sci. Soc. Am. J., 60, 1705-1713, 1996a.
5. Brandi-Dohrn, F. M., R. P. Dick, M. Hess, and J. S. Selker, Suction cup sampler bias in leaching characterization of an undisturbed field soil, Water Resour. Res., 32(5), 1173-1182, 1996b.
6. Briggs, L. J., and A. G. McCall, An artificial root for inducing capillary movement of soil moisture, Science, 20, 566-569, 1904.
7. Brown, K. W., J. C. Thomas, and M. W. Holder, Development of a capillary wick unsaturated zone water sampler, Coop. Agreement CR812316-01-0, U. S. Environ. Protection Agency, Environ. Monit. Syst. Lab., Las Vegas, N.V., 1986.
8. Cambardella, C. A., T. B. Moorman, J. M. Novak, T. B. Parkin, D. L. Karlen, R. F. Turco, and A. E. Konopka, Field-scale variability of soil properties in central Iowa soils, Soil Sci. Soc. Am. J., 58, 1501-1511, 1994.
9. Doorenbos, J., and W. O. Pruitt, Crop water requirements, Pap. 24, Food and Agric. Org. of the United Nations, Irrigation and Drainage, Rome, 1977.
10. El Kayal, A., Evaluating the design and operation of irrigation canals in Egypt, M.S. thesis, Dep. of Civil Eng., Utah State Univ., Logan, Ut., 1983.
11. Elrick, D. E., and W. D. Reynolds, Infiltration from constant head well permeameters and infiltrometers, p. 1-24, in Advances in Measurement of Soil Physical Properties: Bringing Theory into Practice, SSSA Spec. Publ. 30, edited by G. C. Topp et al., Soil Sci. Soc. of Am., Madison, Wisc., 1992.
12. England, C. B., Comment on "A technique using prorous cups for water sampling at any depth in the unsaturated zone" by Warren W. Wood, Water Resour. Res., 10(5), 1049, 1974.
13. Gardner, W. R., Some steady-state solutions of the unsaturated moisture flow equations with application to evapotranspiration from a water table, Soil Sci., 85, 228-232, 1958.
14. Holder, M., K. W. Brown, J. C. Thomas, D. Zabcik, and H. E. Murray, Capillary-wick unsaturated zone soil pore water sampler, Soil Sci. Soc. Am. J., 55, 1195-1202, 1991.
15. Jemison, J. M., and R. H. Fox, Estimation of zero-tension pan lysimeters collection efficiency, Soil Sci., 154, 85-94, 1992.
16. Jensen, M. E., R. D. Burman, and R. G. Allen, Evapotranspiration and Irrigation Water Requirements, ASCE Manuals and Reports on Engineering Practice, vol. 70, 360 pp., Am. Soc. of Civ. Eng., New York, 1990.
17. Jordan, C. F., A simple, tension-free lysimeter, Siol Sci., 105(2), 1-86, 1968.
18. Knutson, J. H., and J. S. Selker, Unsaturated hydraulic conductivities of fiberglass wicks and designing capillary wick pore-water samplers, Soil Sci. Soc. Am. J., 58, 721-729, 1994.
19. Knutson, J. H., S. B. Lee, W. Q. Zhang, and J. S. Selker, Fiberglass wick preparation for use in passive capillary wick soil pore-water samplers, Soil Sci. Soc. Am. J., 57, 1474-1476, 1993.
20. Kung, K.-J. S., Preferential flow in a sandy vadose zone, 2, Mechanisms and implications, Geoderma, 46, 51-58, 1990.
21. Kung, K.-J. S., J. Boll, J. S. Selker, W. F. Ritter, and T. S. Steenhuis, Use of ground penetrating radar to improve water quality monitoring in the vadose zone, Paper presented at the National Symposium on Preferential Flow, Am. Soc. of Agric. Eng., Chicago, Ill., Dec. 16-17, 1991.
22. Larson, L. W., and E. L. Peck, Accuracy of precipitation measurements for hydrologic modeling, Water Resour. Res., 10(4), 857-863, 1974.
23. Magid, J., N. Christensen, and H. Nielsen, Measuring phosphorus fluxes through the root zone of a layered sandy soil: Comparisons between lysimeter and suction cell solution, J. Soil Sci., 43, 739-747, 1992.
24. Ogden, C. B., R. J. Wagenet, H. M. van Es, and J. L. Hutson, Quantification and modeling of macropore drainage, Geoderma, 55, 17-35, 1992.
25. Parker, J. C., and M. T. van Genuchten, Flux-averaged and volume-averaged concentrations in continuum approaches to solute transport, Water Resour. Res., 20(7), 866-872, 1984.
26. Prendergast, J. B., Soil water bypass and solute transport under irrigated pasture, Soil Sci. Soc. Am. J., 59, 1531-1539, 1995.
27. Quisenberry, V. L., and R. E. Phillips, Percolation of surface-applied water in the field, Soil Sci. Soc. Am. J., 40, 484-489, 1976.
28. Rice, R. C., and R. S. Bowman, Effect of sample size on parameter estimates in solute-transport experiments. Soil Sci., 146(2), 108-112, 1988.
29. Rimmer, A., T. S. Steenhuis, J. S. Selker, and G. T. Albrecht, Wick samplers: An evaluation of solute travel times, Soil Sci., 159(4), 235-243, 1995.
30. Ryan, P. K., and R. H. Cuenca, Feasibility and significance of revising consumptive use and net irrigation requirements for Oregon, Project completion rep., Dep. of Agric. Eng., Oregon State Univ., Corvallis, 1984.
31. Selker, J. S., J.-Y. Parlange, and T. Steenhuis, Fingered flow in two dimensions, 2, Predicting finger moisture profile, Water Resour. Res., 28(9), 2523-2528, 1992.
32. Severson, R. C., and D. F. Grigal, Soil solution concentrations: Effect of extraction time using porous ceramic cups under constant tension, Water Resour. Bull., 12(6), 1161-1171, 1976.
33. Shaffer, K. A., D. D. Fritton, and D. E. Baker, Drainage water sampling in a wet, dual-pore system, J. Environ. Qual., 8(2), 241-246, 1979.
34. Smesrud, J. K., M. Hess, and J S. Selker, Western Oregon Irrigation Guide, 46 pp., Oregon State Univ. Extension Serv., Corvallis, 1998.
35. Topp, E., and W. Smith, Sorption of the herbicides atrazine and metolachlor to selected plastics and silicone rubber, J. Environ. Qual., 21, 316-317, 1992.
36. Tseng, P.-H., M. T. Van Genuchten, and W. A. Jury, Simulating the performance of a vaccum solution extraction device for measuring solute flux concentrations in field soils, paper presented at IAHS/ IUGG. Denver, CO. July 1995.
37. U. S. Bureau of Reclamation, Agricultural crop water use summary 1988-1994, U. S. Bur. of Reclamation, Pacific Northwest Reg., Boise, Id., 1995.
38. U. S. Environmental Protection Agency, Permit guidance manual on unsaturated zone monitoring for hazardous waste treatment units, USEPA Doc. 530-SW-86-040, U. S. Gov. Print. Office, Washington D.C., 1986.
39. van Genuchten, M. T., A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J., 44, 892-898, 1980.
40. van Genuchten, M. T., F. J. Leij, and S. R. Yates, The RETC code for quantifying the hydraulic functions of unsaturated soils, Rep. 600/2-91/065, 85 pp., U. S. Environ. Protection Agency, Ada, Okla., 1991.
41. Wright, J. L., New evapotranspiration crop coefficients, J. Irrig. Drainage Div., 108(IR2), 57-74, 1982.