home
services
materials
contact
More
Jensen, M.E., and Allen, R.G. (2016). “Evaporation, Evapotranspiration, and Irrigation Water Requirements.” ASCE Manual of Practice 70, Second Edition. American Society of Civil Engineers. 744 pages.
National Weather Service. (1982). “Evaporation Atlas for the Contiguous 48 United States.” Technical Report 33. National Oceanic and Atmospheric Administration.
Office of the State Engineer. (2003). “Attachment to Policy 2003-2: General Guidelines for Substitute Water Supply Plans Submitted to the State Engineer.” Colorado Department of Natural Resources.
Soil Conservation Service. (1970). “Irrigation Water Requirements.” Engineering Division Technical Release No 21. United Stated Department of Agriculture.
Food and Agriculture Organization. (1977). “Crop Water Requirements.” Irrigation and Drainage Paper 24. United Nations. Rome, Italy.
Pochop, L.O., Borelli, J. and Burman, R. (1984). ''Elevation - A Bias Error in SCS Blaney Criddle ET Estimates.'' ASAE Paper No. 82-2596. American Society of Agricultural Engineers.
Tullis, B.P. (2012). “Hydraulic Loss Coefficients for Culverts.” NCHRP Report 734. Transportation Research Board of the National Academies. 113 pages.
Tullis, B.P., Anderson, D.S., and Robinson, S.C. (2008). “Entrance Loss Coefficients and Inlet Control Head-Discharge Relationships for Buried-Invert Culverts.” J. Irrig. Drain. Eng., 134(6), 831-839.
Tullis, B.P., and Robinson, S.C. (2008). “Quantifying Culvert Exit Loss.” J. Irrig. Drain. Eng., 134(2), 263-266.
Tullis, B.P., Robinson, S.C., and Young, J.C. (2005). ''Hydraulic Characteristics of Buried-Invert Elliptical Culverts.'' Transportation Research Record: Journal of the Transportation Research Board, No. 1904, pp. 105-112.
Robinson, S.C. (2005). “Hydraulic Characteristics of a Buried Invert Elliptical Culvert Inlet and Quantification of Culvert Exit Loss.” Thesis. Utah State University; Logan, UT.
Barlow, P.M., and Leake, S.A. (2012). "Streamflow Depletion by Wells--Understanding and Managing the Effects of Groundwater Pumping on Streamflow." United States Geological Survey, Groundwater Resources Program, Circular 1376.
Bittinger, M.W. (1967). "Simulation and Analysis of Stream-aquifer Systems." Dissertation. Utah State University; Logan, UT.
Bittinger, M.W., Duke, H.R., and Longenbaugh, R.A. (1967). "Mathematical Simulation for Better Aquifer Management." International Assoc. of Scientific Hydrol. Publ. No. 72. p. 509-519.
Bureau of Reclamation. (1993). "Drainage manual, Revised" United States Department of the Interior.
Fox, G.A., Heeren, D.M., and Kizer, M.A. (2010). “Evaluation of Alluvial Well Depletion Analytical Solutions from a Stream‐Aquifer Analysis Test along the North Canadian River in Oklahoma.” American Society of Civil Engineers. World Environmental and Water Resources Congress: Challenges of Change.
Glover, R.E. (1974). “Transient Ground Water Hydraulics.” Department of Civil Engineering, Colorado State University. 413 pages.
Hunt, B. (2014). "Review of Stream Depletion Solutions, Behavior, and Calculations." J. Hydr. Eng., 19(1).
McDonald, M.G. and Harbaugh, A.W. (1988). “A modular three‐dimensional finite‐difference ground‐water flow model.” United States Geological Survey. Techniques of Water‐ Resources Investigations, book 6, chapter A1, 588 pages.
Sterrett R.J. (2007). “Groundwater and Wells, Third Edition.” Johnson Screens. New Brighton, Minnesota. 812 pages.
Colorado Water Quality Control Commission
