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<br />~ <br />IU-[ <br />III-2 <br />III-3 <br />III-4 <br />IV-[ <br />IV-2 <br />IV-3 <br />IV-4 <br /> <br />LIST OF TABLES <br /> <br />STRATIGRAPHIC COLUMN OF THE HARDIN AR~A.................... <br /> <br />SUMMARY OF BORING PROGRAM.................................. <br /> <br />SUMMARY OF TEST PIT PROGRAM................................ <br /> <br />MATERIAL PROPERTY SUMMARy.................................. <br /> <br />HISTORIC UNDEVELOPED STREAMFLOW AT HARDIN DAM SITE......... <br />DENVER TRANS MOUNTAIN SEWAGE EFFLUENT....................... <br /> <br />IMPORTANT CONDITIONAL WATER RIGHTS......................... <br /> <br />SENSITIVITY OF STORABLE FLOW ESTIMATES TO VARIOUS <br /> <br />ASSUMPTIONS.. . . ... . . . . . .. .. .. . . . .. .. . .. . .. .. .. .. .. .. .. .. ...... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. <br /> <br />IV-S IMPORTANT CONDITIONAL RIGHTS SENIOR TO NARROWS RESERVOIR... <br />IV-6 HARDIN STORABLE INFLOWS WITH NARROWS DECREE................ <br />IV-7 IMPORTANT CONDITIONAL RIGHTS SENIOR TO HARDIN.............. <br />IV-8 RARDIN STORABLE INFLOWS WITH 1981 FILING................... <br />IV-9 EXCHANGE POTENTIAL UPSTREAM OF HARDIN DAM.................. <br />V-I 1981 LOAD OF TRI-STATE G&T................................. <br />V-2 AVERAGE POWER AVAILABLE FROM RELEASES FROM HARDIN <br /> <br />V-3 <br /> <br />VI-I <br />VI-2 <br />VI-3 <br />V1-4 <br />VI-S <br />VI-6 <br />VI-7 <br />V1-8 <br />VI-9 <br />VI-IO <br />VII-[ <br />VII-2 <br /> <br />RESERVOIR... .......... .. .......... ...... ........ ...... ............. ...... .. .. .... .. .. ...... .. ............ .. <br /> <br />POWER PRODUCTION AT HARDIN DAM IN FIVE LOWEST JUNE- <br />SEPTEMBER PERIODS OF 36 YEAR PERIOD........................ <br /> <br />DAM SIZE CLASSIFICATION.................................... <br /> <br />HAZARD POTENTIAL CLASSIFICATION............................ <br /> <br />INFLOW DESIGN FLOOD RECOMMENDATIONS........................ <br /> <br />MAXIMUM OBSERVED FLOODS SOUTH PLATTE RIVER BASIN........... <br /> <br />PRINCIPAL SPILLWAy......................................... <br /> <br />STILLING BAS IN. . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . <br /> <br />PRlMA.RY OUTLET............................................. <br /> <br />BIJOU CANAL OUTLET......................................... <br /> <br />RIVERSIDE CANAL OUTLET..................................... <br /> <br />RIVERSIDE CANAL............................................ <br /> <br />RESERVOIR ELEVATION - STORAGE VALUES....................... <br /> <br />SPILLWAY DESIGN............................................ <br /> <br />xiv <br /> <br /> I <br /> I <br />Page I <br />Irr -3 <br />Irr-13 I <br />nI-[S <br />111-[9 I <br />IV-6 <br />IV-B I <br />IV-[2 <br />IV-20 I <br />IV-21 <br />IV-22 I <br />IV-23 <br />IV-2S I <br />IV-27 <br />V-9 <br />V-13 , <br />V-I4 - <br />VI-I4 ,:,s <br />VI-IS ! <br /> ..'1 <br />VI-I6 l <br />VI-23 <br />VI-30 , <br />VI-3I <br />VI-33 <br />VI-34 <br />VI-35 <br />VI-36 <br />VII-4 <br />VII-9 <br /> <br />