# //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="06755960       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="CROW CREEK AT 19TH STREET, AT CHEYENNE, WY"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="8.1" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Provisional extension rt 8"
# //RATING EXPANSION="logarithmic"
# //RATING BREAKPOINT1=3.400000E+00
# //RATING OFFSET1=1.000000E+00 OFFSET2=0.000000E+00
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20160507110000 BZONE=-07:00 END=20160930230000 EZONE=-07:00 AGING=None
# //RATING_DATETIME COMMENT="avoid rating date comment error"
# //RATING_DATETIME BEGIN=20160930230000 BZONE=-07:00 END=-------------- EZONE=--- AGING=None
# //RATING_DATETIME COMMENT="avoid rating date comment error"
INDEP	DEP	STOR
16N	16N	1S
1.3000000E+00	3.4200000E-01	*
1.4000000E+00	1.0000000E+00	*
1.4500000E+00	1.5500000E+00	*
1.5000000E+00	2.1800000E+00	*
1.9000000E+00	1.2200000E+01	*
1.9500000E+00	1.4180000E+01	*
2.0000000E+00	1.6250000E+01	*
2.0500000E+00	1.8400000E+01	*
2.1000000E+00	2.0600000E+01	*
2.1500000E+00	2.2850000E+01	*
2.2000000E+00	2.5150000E+01	*
2.7000000E+00	5.4100000E+01	*
2.7500000E+00	5.7630000E+01	*
2.8000000E+00	6.1240000E+01	*
2.8500000E+00	6.4930000E+01	*
2.9000000E+00	6.8700000E+01	*
3.3000000E+00	1.0270000E+02	*
3.3500000E+00	1.0770000E+02	*
3.4000000E+00	1.1320000E+02	*
3.4500000E+00	1.1930000E+02	*
3.5000000E+00	1.2620000E+02	*
3.5500000E+00	1.3400000E+02	*
3.6000000E+00	1.4260000E+02	*
3.6500000E+00	1.5210000E+02	*
3.7000000E+00	1.6240000E+02	*
4.6000000E+00	4.7100000E+02	*
4.9000000E+00	6.4160000E+02	*