# //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: 2025-03-07 21:35:03
# //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.
# //FILE TYPE="NWIS RATING" 
# //DATABASE NUMBER=01 DESCRIPTION=" Standard data base for this site."
# //STATION AGENCY="USGS " NUMBER="09229500       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="HENRYS FORK NEAR MANILA, UT"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="32.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Rating developed using new measurement definition at current highway bridge location. Indirect measurement 706 crucial in defining upper end."
# //RATING EXPANSION="logarithmic"
# //RATING OFFSET1=4.900000E+00
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20250405083000 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working
# //RATING_DATETIME COMMENT="Transition to Rating 32.0 to account for upper end modification defined by indirect mmt 706. Entire Rating modified using recent mmt definition at Hwy bridge location."
INDEP	DEP	STOR
16N	16N	1S
5.5000000E+00	1.0000000E-02	*
5.9000000E+00	2.0000000E+00	*
6.0000000E+00	4.8000000E+00	*
6.1000000E+00	9.2000000E+00	*
6.2000000E+00	1.4900000E+01	*
6.3000000E+00	2.1800000E+01	*
6.4000000E+00	3.0000000E+01	*
6.5000000E+00	4.0000000E+01	*
6.6000000E+00	5.1000000E+01	*
6.7000000E+00	6.3000000E+01	*
6.8000000E+00	7.7000000E+01	*
6.9000000E+00	9.3000000E+01	*
7.1000000E+00	1.2600000E+02	*
8.3000000E+00	4.2000000E+02	*
1.0000000E+01	1.1600000E+03	*
1.3996092E+01	4.3969440E+03	*