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main canal. If more information becomes available through further investigations, ditch- <br />specific conveyance efficiencies maybe more accurately determined. <br />References <br />Boesch, B.E. 1995. MRCS Design Manuals. <br />Klamm, D.D. and Brenner, J.S. 1995. Farm Irrigation Rating Index. 1995 <br />Evapotranspiration and Irrigation Efficiency Seminar, ACEC of Colorado and Colorado <br />Division of Water Resources. <br />Natural Resources Conservation Service. 1991. Farm Irrigation Rating Index: A Method <br />for Planning, Evaluating, and Improving Irrigation Management. Portland, Oregon. <br />Natural Resources Conservation Service. 1993. NRCS Irrigation Handbooks, Part 623, <br />Chapter 2 Irrigation Water Requirements. Washington, D.C. <br />Sayler, MA. (Principal, Bishop-Brogden Associates, Inc.), in discussion with the author, <br />July 2006. <br />Swamee, P.K., Mishra, G.C., Chahar, B.R. 2000. "Design of Minimum Seepage Loss <br />Canal Sections," Journal oflrrigation and Drainage Engineering, 126(1), 28-32. <br />Wood, J.T. (President, Martin & Wood Water Consultants, Inc.), in discussion with the <br />author, June 2006. <br />Worstell, R.V. 1976. "Estimating Seepage Losses from Canal Systems," Journal of the <br />Irrigation and Drainage Division, 102(1), 137-147. <br />Page 5 of 5 <br />