Technical Papers
Aug 26, 2014

Hydrologic Modeling of Flow through Sinkholes Located in Streambeds of Cane Run Stream, Kentucky

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 5

Abstract

Hydrologic modeling of karst watersheds requires detailed information on geologic settings and hydrologic properties for efficient simulation of spring and streamflow hydrographs. In this paper, sinkholes located in the streambed of a karst watershed in Kentucky were conceptualized as orifices, and flow through these orifices was modeled as a function of sinkhole diameter. The karst flow components were incorporated in a soil and water assessment tool (SWAT), called KarstSWAT in this study. The KarstSWAT was able to reproduce the observed hydrographs better than the SWAT model in terms of both peak flow and hydrograph volume. Flow through a groundwater basin that is partly fed by the sinkholes and is discharged from a spring was estimated using a method called the successive summation routing algorithm (SSRA) in this study. The time series analysis of simulated spring flows showed that the quantity of water recharging the sinkholes was sufficient to reproduce the observed spring hydrographs. The proposed method could be adapted to karst watersheds dominated by sinkholes and to watersheds that drain water from sinkholes to springs.

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Acknowledgments

This project was partially funded by the SB-271 Water Quality Program in the College of Agriculture, University of Kentucky, as part of a project of the Kentucky Agricultural Experiment Station (No.10-05-103). It is published with the approval of the Director. The writers also thank Carri Kasner of the Environmental Sciences Fellowship Program for supporting this research.

References

Afniowicz, J. D., Munster, C. L., and Wilcox, B. F. (2005). “Modeling effects of brush management on the rangeland water budget: Edwards Plateau, Texas.” J. Am. Water Resour. Assoc., 41(1), 181–193.
Amatya, D. M., and Edwards, A. E. (2009). “Applying the SWAT hydrologic model on a watershed containing forested karst.” Beneath For., 1(1), 12–13.
Arnold, J. G., Allen, P. M., Muttiah, R. S., and Bernhardt, G. (1995). “Automated base flow separation and recession analysis techniques.” Groundwater, 33(6), 1010–1018.
Arnold, T., Srinivasan, R., Muttiah, R., and Williams, J. (1998). “Large area hydrologic modeling and assessment: Part 1.” J. Am. Water Resour. Assoc., 34(1), 73–89.
Baffaut, C., and Benson, V. W. (2009). “Modeling flow and pollutant transport in a karst watershed with SWAT.” Trans. ASABE, 52(2), 469–479.
Barfield, B. J., Felton, G. K., Stevens, E. W., and McCann, M. (2004). “A simple model of karst spring flow using modified NRCS procedures.” J. Hydrol., 287(1–4), 34–48.
Birk, S., Liedl, R., and Sauter, M. (2006). “Karst spring responses examined by process-based modeling.” Groundwater, 44(6), 832–836.
Butscher, C., and Huggenberger, P. (2007). “Implications for karst hydrology from 3D geological modeling using the aquifer base gradient approach.” J. Hydrol., 342(1–2), 184–198.
Fontaine, T. A., and Jacomino, V. M. F. (1997). “Sensitivity analysis of simulated contaminated sediment transport.” J. Am. Water Resour. Assoc., 33(2), 313–326.
Geyer, T., Birk, S., Liedl, R., and Sauter, M. (2007). “Quantification of temporal distribution of recharge in karst systems from spring hydrographs.” J. Hydrol., 348(3–4), 452–463.
Glennon, A., and Groves, C. (2002). “An examination of perennial stream drainage patterns within the Mammoth Cave watershed, Kentucky.” J. Cave Karst Stud., 64(1), 82–91.
Greene, E. A. (1997). “Tracing recharge from sinking streams over spatial dimensions of kilometers in a karst aquifer.” Groundwater, 35(5), 898–904.
Griensven, V. A., and Bauwens, W. (2003). “Multi objective auto calibration for semi distributed water quality models.” Water Resour. Res., 39(12), SWC 9.1–SWC 9.9.
Haan, C. T., Barfield, B. J., and Hayes, J. C. (1994). “Hydraulics of structures.” Design hydrology and sedimentology for small catchments, Academic Press, San Diego, 146–147.
Kourgialas, N. K., Karatzas, G. P., and Nikolaidis, N. P., (2010). “An integrated framework for the hydrologic simulation of a complex geomorphological river basin.” J. Hydrol., 381(3–4), 308–321.
Kraus, P., Boyle, D. P., and Bäse, F. (2005). “Comparison of different efficiency criteria for hydrologic model assessment.” Adv. Geosci., 5, 89–97.
Kurtulus, B., and Razack, M. (2010). “Modeling daily discharge responses of a large karstic aquifer using soft computing methods: Artificial neural network and neuro-fuzzy.” J. Hydrol., 381(1–2), 101–111.
Laroche, A., Gallichand, J., Lagace, R., and Peasant, A. (1996). “Simulating Atrazine transport with HSPF in an agricultural watershed.” J. Environ. Eng., 10, 622–630.
Nash, J. E., and Sutcliffe, J. V. (1970). “River flow forecasting through conceptual models: Part I—A discussion of principles.” J. Hydrol., 10(3), 282–290.
National Climatic Data Center (NCDC). (2009). U.S. Dept. of Commerce. 〈http://www.ncdc.noaa.gov/oa/ncdc.html〉 (May 26, 2009).
National Elevation Dataset (NED). (2014). 〈http://ned.usgs.gov/〉 (Apr. 1, 2008).
National Hydrography Dataset Plus (NHDPlus). (2012). 〈http://www.horizon-systems.com/NHDPlus/index.php〉 (Apr. 1, 2008).
Neitsch, S. L., Arnold, J. G., Kiniry, J. R., and Williams, J. R. (2005). “Soil water assessment tool theoretical document, version 2005.” Grassland, Soil and Water Research Laboratory, Agricultural Research Service, Temple, TX 〈http://www.brc.tamus.edu/swat〉 (Dec. 10, 2007).
Nikolaidis, N. P., Bouraoui, F., and Bidoglio, G. (2013). “Hydrologic and geochemical modeling of a karstic Mediterranean watershed.” J. Hydrol., 477, 129–138.
Rimmer, A., and Salingar, Y. (2006). “Modelling precipitation—Streamflow processes in karst basin: The case of the Jordan River sources, Israel.” J. Hydrol., 331(3–4), 524–542.
Soil Survey Staff. (2009). “Web soil survey.” Natural Resources Conservation Service, U.S. Dept. of Agriculture, 〈http://websoilsurvey.nrcs.usda.gov/〉 (Aug. 1, 2009).
Spruill, C. A., Workman, S. R., and Taraba, J. L. (2000). “Simulation of daily and monthly stream discharge small watersheds using the SWAT model.” Trans. ASABE, 43(6), 1431–1439.
Storm, D. E., Dillaha, T. A., and Mostaghimi, S. (1986). “Modeling phosphorus transport in surface runoff.” Trans. ASABE, 31(1), 117–127.
Thrailkill, J., and Gouzie, D. R. (1984). “‘Discharge and travel time determinations in the Royal Spring Groundwater basin, Kentucky.’ Univ. of Kentucky.” Water Resour. Res. Inst., 149, 1–43.
Toran, L., Herman, E. K., and White, W. B. (2007). “Comparison of flow paths to a well and spring in a karst aquifer.” Groundwater, 45(3), 281–287.
Tracy Farmer Institute for Sustainability and the Environment (TFISE). (2009). 〈http://www.canerunwatershed.org/node/2〉 (Jun. 20, 2009).
Tzoraki, O., and Nikolaidis, N. P. (2007). “A generalized framework for modeling the hydrologic and biogeochemical response of a Mediterranean temporary river basin.” J. Hydrol., 346(3–4), 112–121.
University of Kentucky. (2011). “Cane Run and Royal Spring watershed based plan, Version 5.” EPA Project Number C9994861-06, 12/01/07–10/31/12, 〈https://www.bae.uky.edu/CaneRun/PDFs/Cane_Run_WBP_2011.pdf〉 (Apr. 22, 2014).
White, B. (2002). “Karst hydrology: Recent developments and open questions.” Eng. Geol., 65(2–3), 85–105.
White, B. (2003). “Conceptual models for karstic aquifers.” Speleogenesis Evol. Karst Aquifers, 1(1), 1–6.
White, B. (2007). “A brief history of karst hydrogeology: Contributions of the NSS.” J. Cave Karst Stud., 69(1), 13–26.
Yactayo, G. A. (2009). “Modification of the SWAT model to simulate hydrologic processes in a karst-influenced watershed.” M.S. thesis, Virginia Polytechnic Institute, Blacksburg, VA.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 5May 2015

History

Received: Nov 30, 2013
Accepted: Jul 15, 2014
Published online: Aug 26, 2014
Discussion open until: Jan 26, 2015
Published in print: May 1, 2015

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Authors

Affiliations

Bakkiyalakshmi Palanisamy [email protected]
Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Block E1, #08-22, Engineering Dr. 2, Singapore 117576 (corresponding author). E-mail: [email protected]
Stephen R. Workman [email protected]
Professor, Experiment Station Associate Director, and Assistant Dean for Research, S-129, Agricultural Science Building North, Univ. of Kentucky, Lexington, KY 40546-0091. E-mail: [email protected]

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