# //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: 2023-04-13 01:11:02
# //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="09196500       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="PINE CREEK ABOVE FREMONT LAKE, WY"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="12.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Adjusted top end for 2017 high Qm"
# //RATING EXPANSION="logarithmic"
# //RATING OFFSET1=2.000000E+00
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20170531101501 BZONE=-07:00 END=-------------- EZONE=--- AGING=None
# //RATING_DATETIME COMMENT="Use #547/548 to adjust upper end, below 6.0ft same as RT 11.0;  Rating well defined at all stages, moderate plot scatter."
INDEP	DEP	STOR
16N	16N	1S
2.1000000E+00	2.6500000E+00	*
2.1300000E+00	3.7500000E+00	*
2.1500000E+00	4.6000000E+00	*
2.2000000E+00	7.0000000E+00	*
2.2500000E+00	9.7200000E+00	*
2.3000000E+00	1.2900000E+01	*
2.3400000E+00	1.6250000E+01	*
2.4000000E+00	2.1600000E+01	*
2.9300000E+00	9.1500000E+01	*
3.0200000E+00	1.0800000E+02	*
3.0500000E+00	1.1400000E+02	*
3.1000000E+00	1.2650000E+02	*
3.1500000E+00	1.3850000E+02	*
3.1900000E+00	1.5200000E+02	*
3.2400000E+00	1.6900000E+02	*
3.3000000E+00	1.9200000E+02	*
3.3500000E+00	2.0800000E+02	*
3.4500000E+00	2.4400000E+02	*
3.6000000E+00	2.9700000E+02	*
3.8000000E+00	3.7000000E+02	*
4.0000000E+00	4.4800000E+02	*
4.5000000E+00	6.8000000E+02	*
5.5000000E+00	1.3150000E+03	*
6.0000000E+00	1.6800000E+03	*
7.5000000E+00	2.9000000E+03	*