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<br />I 'iZS7 <br /> <br />I Therefore, it was not necessary to perform any operational studies <br /> <br />involving storage reservoirs. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />D.4.3 Cropping Pattern <br />For the preliminary analysis of PIA, a cropping pattern with the <br />highest net agricultural returns was used. Table 0.2 identifies <br />this cropping pattern as well as the net agricultural return. The <br />parcels in the piedra watershed are located in climatic zones 0, E, <br /> <br />and F. <br /> <br />0.4.4 Preliminary PIA Analysis <br /> <br />A preliminary PIA analysis was performed comparing a parcel's <br />payment capacity with a preliminary estimate of the cost to pump <br />water from the river to the parcel. This preliminary water cost was <br /> <br /> <br />based on the static pumping lift (the difference in elevation from <br /> <br /> <br />the water surface in the river to the elevation of the parcel) for <br /> <br /> <br />gravity irrigated fields or plus a field delivery pressure of 60 psi <br /> <br /> <br />for sprinkler irrigation. Detailed tabulations of the analysis are <br /> <br /> <br />shown in Appendix 0.1. Table 0.3 identifies only those parcels with <br /> <br /> <br />an initial positive residual payment capacity requiring further <br /> <br /> <br />consideration. A total of 24 parcels covering 819 acres showed a <br /> <br /> <br />positive residual payment capacity. <br /> <br />An off-farm irrigation transmission system was designed for those <br /> <br /> <br />parcels near the Piedra River showing an initial positive residual <br /> <br /> <br />payment capacity. Those calculations are shown in Appendix D.2 and <br /> <br />9 <br />