# //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: 2025-08-22 17:55:02
# //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="09222400       " TIME_ZONE="MST" DST_FLAG=Y
# //STATION NAME="MUDDY CREEK NEAR HAMPTON, WY"
# //LABEL="Discharge ft^3/s"
# //PARAMETER CODE="00060"
# //RATING ID="6.1" TYPE="STGQ" NAME="stage-discharge" AGING=Working
# //RATING REMARKS="Modify lower end to reach zero at 0.82 ft based on zero flow mmt 145"
# //RATING EXPANSION="logarithmic"
# //RATING OFFSET1=0.000000E+00
# //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)"
# //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)"
# //RATING_DATETIME BEGIN=20250717134500 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working
# //RATING_DATETIME COMMENT="Transition to Rating 6.1 to accommodate zero flow"
INDEP	DEP	STOR
16N	16N	1S
8.2000000E-01	0.0000000E+00	*
9.0000000E-01	5.5000000E-01	*
1.0000000E+00	1.6000000E+00	*
1.1000000E+00	3.6000000E+00	*
1.2000000E+00	6.7000000E+00	*
1.3000000E+00	1.0300000E+01	*
1.4041444E+00	1.4500000E+01	*
1.5000000E+00	1.9000000E+01	*
1.6000000E+00	2.4000000E+01	*
1.7000000E+00	2.8500000E+01	*
1.8000000E+00	3.2500000E+01	*
1.9000000E+00	3.6000000E+01	*
2.0000000E+00	3.9000000E+01	*
2.1000000E+00	4.2000000E+01	*
2.2000000E+00	4.5500000E+01	*
2.3000000E+00	5.0000000E+01	*
2.4000000E+00	5.5000000E+01	*
2.5000000E+00	6.1000000E+01	*
7.7000000E+00	9.5500000E+02	*