# //UNITED STATES GEOLOGICAL SURVEY       http://water.usgs.gov/
# //NATIONAL WATER INFORMATION SYSTEM     http://water.usgs.gov/data.html
# //DATA ARE PROVISIONAL AND SUBJECT TO CHANGE UNTIL PUBLISHED BY USGS
# //RETRIEVED: 2021-05-17 19:07:23
# //WARNING
# //WARNING The stage-discharge rating provided in this file should be
# //WARNING considered provisional and subject to change. Stage-discharge
# //WARNING ratings change over time as the channel features that control
# //WARNING the relation between stage and discharge vary. Users are
# //WARNING cautioned to consider carefully the applicability of this
# //WARNING rating before using it for decisions that concern personal or
# //WARNING public safety or operational consequences.
# //WARNING
# //WARNING This rating does not include any shifts that may have been
# //WARNING used along with this base rating in converting stage to
# //WARNING discharge at this site. Stage data processed with the rating
# //WARNING thus may not match that displayed or published by the USGS.
# //WARNING
# //FILE TYPE="NWIS RATING" 
# //DATABASE NUMBER=01 DESCRIPTION=" Standard data base for this site."
# //STATION AGENCY="USGS " NUMBER="06317020       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="WILD HORSE CREEK NEAR ARVADA, WY"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="9.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Based on measurements made in 2009 water year"
# //RATING EXPANSION="logarithmic"
# //RATING BREAKPOINT1=2.800000E-01
# //RATING OFFSET1=0.000000E+00 OFFSET2=1.100000E-01
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20121023140101 BZONE=-07:00 END=20161005230000 EZONE=-07:00 AGING=None
# //RATING_DATETIME COMMENT=""
# //RATING_DATETIME BEGIN=20161005230000 BZONE=-07:00 END=-------------- EZONE=--- AGING=None
# //RATING_DATETIME COMMENT=""
INDEP	DEP	STOR
16N	16N	1S
9.0000000E-02	0.0000000E+00	*
1.2000000E-01	3.0000000E-03	*
2.8000000E-01	3.0000000E-02	*
3.0000000E-01	4.0100000E-02	*
8.9500000E+00	8.7539000E+02	*