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<br />.~ <br /> <br />2 <br /> <br />II. Methodology <br /> <br />The method used in deriving the 1931-60 Colorado precipitation maps <br />was first developed for the state of Utah by the Water Supply Forecast <br />Center of the U. S. Weather Bureau in Salt Lake City, Utah. The method, <br />described in a paper by Peck and Brown (1962), was a valid and creative <br />approach to analyzing precipitation patterns in areas of complex terrain <br />with sparse data. Following summarization and adjustment of <br />precipitation means from available station records (5 to 30 year records <br />for the period 1931-60), regression relationships of precipitation and <br />elevation were developed for various climatic divisions for winter and <br />summer seasons. Anomalies from these regression equations were defined <br />as the variation of each station mean from the regression line; in <br />inches. These anomalies, found to be related to physiographic features, <br />were plotted on a base map and anomaly isolines were constructed. These <br />were then combined with the precipitation-elevation relationships for <br />each area and for each season to compute mean precipitation values for a <br />grid of points on the map leading to the final isohyetal contouring. <br />Rather than starting over with a new method or developing new <br />precipitation-elevation relationships and new anomaly contours (which <br />would have been costly and time consuming), the decision was made to <br />accept the original precipitation map as the starting point for the new <br />analysis, changing contours only in areas where substantive evidence now <br />exists to justify modification. Therefore, the emphasis was placed on <br />finding and incorporating as much new data as possible into this <br />analysis. In particular, great effort was made to include high <br />elevation data (~ 9,000 feet) to assure accuracy in the highest <br />precipitation zones in Colorado. A study by Loren Crow (1982), which <br /> <br />, <br /> <br />. <br />