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<br />14 <br /> <br />o <br />...J <br />w::. <br />Coi, <br /> <br />fi},;;::. <br /> <br />,,' ~j f\ <br /> <br />CC <br />/ ". <br /> <br />(1 ) <br /> <br />Ir - _" <br />Lateral seepage is the'$.?llveyance efficiencYi multiplied <br /> <br />by the total lateral diversions. This is also a direct <br /> <br />addition to the ground water. <br /> <br />(2) Field tailwater. These flows are computed on the basis <br /> <br />of farm efficiency. Farm efficiency is defined as the <br /> <br />ratio of the water eUectively utilized by crops to the <br /> <br />quantity delivered to the field. However, the farm <br /> <br />efficiency used in the model is defined by <br /> <br />E= 1.0 - (D-DB)/LD................(l) <br /> <br />where E ill the farm efficiency, D is the total drainage <br /> <br />outflows, DB is the total drainage base flows, and LD is <br /> <br />the lateral diversions correGted for seepage losses. The <br /> <br />difference between D and DB is the quantity of field tail- <br /> <br />water in the drainage flows and is obtained from farm <br /> <br />efficiency studies made in Area 1. <br /> <br />(3) Diverted water to the root zone. This is the remaining <br /> <br />water in the lateral diversion supply diverted to the <br /> <br />acreage of cropland. <br /> <br />Root zone <br /> <br />The water reaching the root zone is computed from the lateral <br /> <br />diversions subbudget, and transferred to the subroutine ACUS where <br /> <br />the root zone subbudgets are computed. A description of these calcu- <br /> <br />lations can be found in the section describing subroutine ACUS. <br /> <br />) ~,-; <br />