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- Anderson and Woessner, 1992
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Anderson, M. P. and Woessner, W. W. (1992).
Applied Groundwater Modeling.
Academic Press, San Diego.
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Bermudez, V. I. P. (1986).
Geohydrology of the Big Creek alluvial aquifer of Hays and
vicinity, Ellis County, Kansas.
unpubl. m.s. thesis, Fort Hays State Univ., Hays, KS.
- Black & Veatch Waste Science, 1995
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Black & Veatch Waste Science, I. (May 1, 1995).
City of hays ri/fs study, pws well #20 site.
Contractor to City of Hays, KS.
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Davis, J. M., Lohmann, R. C., Phillips, F. M., Wilson, J. L., and Love, D. W.
(1993).
Architecture of the sierra ladrones formation, central new mexico:
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Fogg, G. E. and Carle, C. F. (1996).
Multidimensional modeling of heterogeneity; connectivity and
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Haitjema, H. M. (1995).
Analytic Element Modeling of Groundwater Flow.
Academic Press, San Diego, CA.
ISBN 0-12-316550-4.
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Hansen, C. V. (1991).
Estimates of freshwater storage and potential in natural recharge for
principal aquifers in kansas.
Water resour. invest. 87-4230, U.S. Geol. Survey, Reston, VA.
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Hartman, J. A. and Paynter, D. D. (1979).
Drainage anomalies in gulf coast tertiary sandstones.
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Kraemer, S. R. and Burden, D. S. (1994).
Capture zone delineation in support of wellhead protection at the
southern wellfield of the city of hays, kansas.
unpubl. manuscript, U.S. E.P.A, R.S. Kerr Lab, Ada, OK.
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Lake, L. W., Carroll, H. B., and Wesson, T. C. (1991).
Reservoir Characterization II.
Academic Press, New York.
- Lake and Jr., 1986
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Lake, W. W. and Jr., H. B. C., editors (1986).
Reservoir Characterization.
Academic Press, Orlando, FL.
- Latta, 1948
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Latta, B. F. (1948).
Ground-water supplies at hays, victoria, walker, gorham, and russell,
kansas, with special reference to future needs.
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- McDonald and Harbaugh, 1988
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McDonald, M. G. and Harbaugh, A. W. (1988).
A modular three-dimensional finite-difference ground-water flow
model.
Technical report, U.S. Geol. Survey, Reston, VA.
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McDonald, M. G., Harbaugh, A. W., Orr, B. R., and Ackerman, D. J. (1991).
A method of converting no-flow cells to variable-head cells for the
u.s. geological survey modular finite-difference ground-water flow model
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Of 91-536, U.S. Geol. Survey, Denver, CO.
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Miall, A. D. (1985).
Architectural-element analysis: A new method of facies analysis
applied to fluvial deposits.
Earth Sci. Rev., 22:261-308.
- Miall, 1991
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Miall, A. D. (1991).
The Three-dimensional facies architecture of terrigenous clastic
sediments and its implications for hydrocarbon discovery and recovery.
Concepts in Sedimentology and Paleontology. Soc. for Sedim. Geol.,
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Mirham, G. A. (1972).
Some practical aspects of the verification and validation of
simulation models.
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Neton, M. J., Dorsch, J., and Olson, C. D. (1994).
Architecture and directional scales of heterogeneity in alluvial-fan
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Nuzman, C. E. (April, 1974).
Groundwater hydrology study, big creek area, vicinity of hays,
kansas.
unpubl. consulting rept., Layne-Western Co., Inc., Kansas City, MO.
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Poeter, E. and Gaylord, D. R. (1990).
Influence of aquifer heterogeneity on contaminant transport at the
hanford site.
Ground Water, 28:900-909.
- Pollock, 1994
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Pollock, D. W. (1994).
User's guide for modpath/modpath-plot, version 3: A particle tracking
post-processing package for modflow, the u.s. geological survey
finite-difference ground-water flow model.
Of 94-464, U.S. Geol. Survey, Washington, D.C.
- Schmidt, 1995
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Schmidt, K. S. (1995).
Static water level fluctuations of the Big Creek alluvial
aquifer in the Vine Street area, Hays, Ellis County, Kansas, 1993-1994.
M.s. thesis (unpubl.), Fort Hays State University, Hays, KS.
- Weber, 1982
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Weber, K. G. (1982).
Influence of common sedimentary structures on fluid flow in reservoir
models.
J. Petrol. Technol., 34:665-672.
Hays, KS, Interactive Hydrologic Model
Tom Brikowski, U. Texas-Dallas, 2000-01-17