Laserfiche WebLink
<br />I <br />Ie <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />II <br />.. <br />I <br />I <br />I <br />I <br />I <br />I <br />[ <br />. <br />L <br />Ii <br /> <br />L <br /> <br />''', <br /> <br />LIST OF TABLES <br />AB Lateral Unit <br />Water Supply Study <br /> <br />Table title <br /> <br />Page <br /> <br />============================================================================ <br /> <br />2.1 Historical flow supplies and demands, in acre-feet 2.5 <br /> <br /> <br />2.2 South Canal lateral demands, in acre-feet 2.6 <br /> <br /> <br />2.3 Non-UVWUA demands, in cfs, between Colona and Seli9 Canal 2.9 <br /> <br /> <br />2.4 Assumed return flows and demands, in cfs 2.12 <br /> <br /> <br />2.5 Peak discharges in area streams, in cfs 2.14 <br /> <br /> <br />2.6 Pre- and post-Project water budget variable names 2.16 <br /> <br />2.7 Average annual supplies and demands, in acre-feet, for existing <br />conditions (Alternative A), with 300 cfs instream flows 2.19 <br /> <br />2.8 Comparison of study period actual versus predicted mean monthly <br />flows, in cfs, existing conditions 2.20 <br /> <br />2.19 Correlation coefficients (r) of historic vs. predicted flows 2.21 <br />3.1 Definition of alternatives 3.3 <br /> <br />3.2 Average annual water balances for existing conditions and <br />development alternatives, in acre-feet 3.8 <br /> <br />V._",;, <br />;.:~; <br />\~""- <br /> <br />'" <br /> <br />iv <br /> <br />',..' <br /> <br />;', ", "-<-,~.;; <br />