# //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="06036940       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="Tantalus Creek at Norris Junction, YNP"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="2.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Developed after 7-28-20 event; using HWMs found 8-6-20 and indirect measurement no. 97. Rating was not modified on lower end as cipoletti weir equation is valid up til weir begins to submerge and backwater occurs."
# //RATING EXPANSION="logarithmic"
# //RATING OFFSET1=1.000000E+00
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20200728165500 BZONE=-07:00 END=-------------- EZONE=--- AGING=None
# //RATING_DATETIME COMMENT="Rating 2.0 developed based on survey/indirect meas#97 - backwater occurs at stages greater than 2.50 ft.  Cipoletti weir equation from 1.0-2.50 ft."
INDEP	DEP	STOR
16N	16N	1S
1.0000000E+00	0.0000000E+00	*
1.1000000E+00	3.8000000E-01	*
1.2000000E+00	9.5000000E-01	*
2.0200000E+00	1.1170000E+01	*
2.1000000E+00	1.2830000E+01	*
2.1900000E+00	1.4840000E+01	*
2.2800000E+00	1.7210000E+01	*
2.3600000E+00	1.9820000E+01	*
2.4400000E+00	2.3000000E+01	*
2.5200000E+00	2.6680000E+01	*
2.5700000E+00	2.9900000E+01	*
2.6100000E+00	3.3480000E+01	*
2.6400000E+00	3.6720000E+01	*
2.6700000E+00	4.1160000E+01	*
2.6900000E+00	4.5250000E+01	*
2.7100000E+00	5.2160000E+01	*
2.7200000E+00	6.0000000E+01	*