Effects of Changes in Irrigation and Land Use on Streamflow in the Revuelto Creek Watershed, a Tributary of the Canadian River in New Mexico, USA

Extensive development in the Canadian River watershed in New Mexico and Texas occurred in the 20 th century to supply water for irrigation, and municipal and industrial uses. In recent years (2000-2009), these infrastructures have not been able to supply sufficient water to meet demands. The objective of this study was to assess the effects of changes in irrigation allotments and land use to the Arch Hurley Conservancy District on streamflow out of Revuelto Creek, a tributary of the Canadian River in eastern New Mexico, USA. Outflow from Revuelto Creek varied considerably from 1961 to 2009. The best predictor of annual outflow was a two-component linear model with terms for annual precipitation and the annual irrigation allotment to the Arch Hurley Conservancy District. ArcSWAT (GIS extension of the Soil Water Assessment Tool) simulated outflow from Revuelto Creek best when historical values for irrigation allotments were used in the management operations for cropland. These results indicate that annual irrigation allotments of approximately 123,000,000 m 3 increased outflow from the creek by approximately 25,000,000 m 3 . Years in which the irrigation allot- ments to the district exceeded 100,000,000 m 3 corresponded to years in which water was released from Ute Lake. These results suggest that managers of Lake Meredith need to take into account water availability upstream of Ute Dam when devising plans for Lake Meredith.

[1]  Jeffrey G. Arnold,et al.  Soil and Water Assessment Tool Theoretical Documentation Version 2009 , 2011 .

[2]  J. Vogelmann,et al.  Regional Land Cover Characterization Using Landsat Thematic Mapper Data and Ancillary Data Sources , 1998 .

[3]  Christopher A. Barnes,et al.  Completion of the 2006 National Land Cover Database for the conterminous United States. , 2011 .

[4]  R. B. Zelt,et al.  Water-level changes in the High Plains aquifer--predevelopment to 1992 , 1994 .

[5]  Jesslyn F. Brown,et al.  Development of a land-cover characteristics database for the conterminous U.S. , 1991 .

[6]  Limin Yang,et al.  Development of a 2001 National land-cover database for the United States , 2004 .

[7]  J. Fry,et al.  Updating the 2001 National Land Cover Database land cover classification to 2006 by using Landsat imagery change detection methods , 2009 .

[8]  Virginia L. McGuire,et al.  Water-level changes in the High Plains aquifer, predevelopment to 2002, 1980 to 2002, and 2001 to 2002 , 2004 .

[9]  Harold M. Mayer,et al.  National Atlas of the United States. , 1958 .

[10]  John R. Williams,et al.  LARGE AREA HYDROLOGIC MODELING AND ASSESSMENT PART I: MODEL DEVELOPMENT 1 , 1998 .

[11]  J. Nash,et al.  River flow forecasting through conceptual models part I — A discussion of principles☆ , 1970 .

[12]  William Lane Austin,et al.  The Census of Agriculture , 1930 .

[13]  Raghavan Srinivasan,et al.  A GIS-BASED REGIONAL PLANNING TOOL FOR IRRIGATION DEMAND ASSESSMENT AND SAVINGS USING SWAT , 2005 .

[14]  V. L. McGuire Water-Level Changes in the High Plains Aquifer, Predevelopment to 2007, 2005-06, and 2006-07 , 2009 .

[15]  Jie Zheng,et al.  Hydrological cycle simulation of an irrigation district based on a SWAT model , 2010, Math. Comput. Model..

[16]  W. Burgett,et al.  Evaluation of the TSSWCB Brush Control Program: Monitoring Needs and Water Yield Enhancement , 2008 .