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<br />'~-::J <br /> <br />I\~ <br />~ <br />~ <br />Q';l <br /> <br />PROCEDURE <br /> <br />t <br /> <br />The data to be used to derive the desired <br />production functions were to be collected at four <br />field sites representing a wide variety of soil and <br />climatic conditions. General procedures as agreed <br />for all experimental sites will be described first, <br />followed by additions or modifications at specific <br />sites. <br /> <br />GENERAL PROCEDURES IN 1974 <br /> <br />The procedure used in 1974 was influenced by <br />the funding dates for the projects, April 1 for the <br />water study and July 1 for the salinity study. <br />Normal planting dates at Yuma are February or <br />March and April or May at the other three sites. In <br />the interest of effectively using the 1974 growing <br />season, a decision was made to initiate the water <br />project even though neither project was yet funded, <br />and following fun~ ing, to prepare for inclusion of <br />and concentration on the salinity aspects of the <br />amalgamated study in 1975. Accordingly, the <br />initial working session of the four research groups <br />was convened at Yuma in mid-February. <br /> <br />Operational decisions on experimental design, <br />treatments to be applied, measurements to be <br />made, techniques to be utilized, and many related <br />matters were agreed upon at the Yuma meeting. A <br />listing of the more important decisions follows; <br /> <br />1. Study crop-<:orn was selected, with locally <br />adapted high yielding varieties specified. <br />2. Management of other than treatment varia- <br />bles-to be optimal to the degree feasible. <br />3. Experimental soil-representative of better <br />agricultural soils of the area, without a water <br />table affecting the upper 3m of the profile, <br />and free of other known major problems. <br />4. Initial soil water content-all experimental <br />plots, regardless ofsubsequent treatment, to <br />be brought uniformly to field capacity before <br />or at the time of planting. <br />5. Desired soil water content and evapotrans- <br />piration (ET) history at the time differential <br />irrigation treatments began-soil water <br />content to be uniform in all plots, with <br />drainage of excess water complete, and with <br />evapotranspiration requirements having <br /> <br />been fully met to date. The choice of the first <br />treatment irrigation date was based on <br />meeting these criteria. <br />6. Division ofthe growing season in accordance <br />with important growth stages-three major <br />growth periods were designated for purposes <br />of sequencing treatments and for measuring <br />and analyzing data and reporting results. <br />Periods selected were the vegetative growth <br />period from planting to first tassel, the <br />pollination period to blister kernel, and the <br />maturation period to physiological maturity. <br />7. Experimental design-the "Line Source" <br />continuous variable design developed by <br />Hanks and associates (1974) at Logan was <br />adopted. In this design all irrigation after <br />establishment of the crop is from a single <br />sprinkler line parallel to the rows through <br />the center of the plot(s). The closely spaced <br />(6.1 m) sprinkler heads are a type which <br />throws a triangular water pattern such that <br />the maximum application occurs at the <br />sprinkler line, tapering evenly away as one <br />moves outward in either direction. Finally, <br />at a distance of approximately 15 m, no <br />irrigation water is applied at all. Therefore, <br />water application level is inherently a <br />variable in this design. <br />8. Treatments, variables, and measurements- <br />the approach taken overall in this study was <br />to establish a wide array of measured irri- <br />gation regimes, to determine the associated <br />evapotranspiration regimes which occurred, <br />and to measure the resultant dry matter and <br />grain yields from each. Figures 1, 2, and 3 <br />show the experimental design to achieve this <br />variation. <br /> <br />Figure 1 is a schematic illustration of a line <br />source plot, viewed end-on. The figure shows 1) the <br />expected water application pattern and the <br />variation in its relative adequacy with respect to <br />meeting ET requirements with distance from the <br />sprinkler line, 2) ratios of actual (ETa) to <br />maximum (ET m) Et levels, 3) associated ET <br />deficits, and 4) resultant yield fractions relative to <br />the maximum Y M expected when ETA = ETM = <br />1.0. Figure 2 shows the wetting pattern in a single <br /> <br /> <br />3 <br />