# //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: 2024-06-03 20:10:01 # //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="06169500 " TIME_ZONE="MST" DST_FLAG=Y # //STATION NAME="Rock Creek bl Horse Creek nr int'l boundary" # //LABEL="Discharge ft^3/s" # //PARAMETER CODE="00060" # //RATING ID="12.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working # //RATING REMARKS="Rating 12.0 was developed Spring 2024 WY for previous rating drawn too far left for intermediate flows. More weight was given to recent discharge measurements. The 2.20 ft offset was derived from GZF measurements in 2023 near 2.24 to 2.34 ft. Prominent section control exists upto about 5 ft stage then channel control as steeper banks confine flow. Flows on upper end confined by left bank but break out to right near gage pool around 9 ft downstream of gage into overbank conditions" # //RATING EXPANSION="logarithmic" # //RATING OFFSET1=2.200000E+00 # //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)" # //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)" # //RATING_DATETIME BEGIN=20240215000000 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working # //RATING_DATETIME COMMENT="" INDEP DEP STOR 16N 16N 1S 2.2200000E+00 0.0000000E+00 * 2.2300000E+00 1.7000000E-03 * 2.3000000E+00 5.5000000E-02 * 2.8100000E+00 8.3000000E+00 * 3.4100000E+00 5.1350000E+01 * 3.7000000E+00 8.9150000E+01 * 4.1600000E+00 1.7048000E+02 * 4.7200000E+00 2.8900000E+02 * 7.0400000E+00 9.9838000E+02 * 8.8800000E+00 1.9976800E+03 * 1.2300000E+01 5.0084100E+03 *