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Warning! This data has NOT been reviewed for accuracy.
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COCHITI DAM AND LAKE RIO GRANDE DRAINAGE AREA = 11,695 SQ MI VOLUME AREA ELEV. FLOW IN CFS IN AC-FT IN ACRES IN FEET OUTLET SPILLWAY TOP OF DAM 766,819 11,700 5,479.0 19,200 195,000 MAXIMUM POOL 710,815 11,147 5,474.1 18,990 136,400 SPILLWAY CREST AND TOTAL 570,192 9,462 5,460.5 18,450 19,500 FLOOD CONTROL SPILLWAY NOTCH CREST 478,193 8,083 5,450.0 17,700 0 BOTTOM SUMMER FLOOD POOL 294,016 5,303 5,422.0 16,500 0 SEDIMENT RESERVE INITIAL 105,000 1978 SURVEY 103,800 1981 SURVEY 95,950 1986 SURVEY 91,374 1991 SURVEY 86,514 1998 SURVEY 78,640 2012 SURVEY 69,902 2017 SURVEY 62,868 RECREATION POOL 44,129 1,200 5,345.47 12,000 0 CONDUIT INVERT 0 0 5,255.00 0 0 ZERO STORAGE 0 0 5,255.00 0 0 COMMENTS VERTICAL DATUM - NGVD 1929 DATUM CONVERSION FROM NGVD29 TO NAVD88 - ADD 2.82 FT TO NGVD29 ELEVATIONS 1 INCH OF RUNOFF EQUALS 623,733 AC-FT FLOOD SPACE EQUALS 0.84 INCHES OF RUNOFF A-C TABLE ADOPTED JANUARY 2020 BECAME OPERATIONAL 1975 Sediment Deposits Date of survey Period Period Average Years Total Annual (yrs) (ac-ft) (ac-ft/yr) APR 72 - - - APR 76 4.00 - - APR 78 2.08 1,623 780 OCT 81 2.33 -9,861 -4,232 OCT 86 5.00 3,325 665 JUN 91 4.66 4,860 1,043 JUN 98 7.00 7,874 1,125 JUN 12 14.00 8,738 624 SEP 17 5.25 7,034 1,340 APR 76 - Monuments established and ranges surveyed but changes in storage capacities and surface areas not calculated. Oct 81 - Reflects the effect of construction material from borrow areas and the Santa Fe River conveyance channel. |