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Warning! This data has NOT been reviewed for accuracy.
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Plot last updated at : 00:56 hrs - Thu, 12 Mar 2026 |
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.
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