# //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: 2023-10-20 15:50:02 # //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="06166000 " TIME_ZONE="MST" DST_FLAG=Y # //STATION NAME="Beaver Cr bl Guston Coulee nr Saco MT" # //LABEL="Discharge ft^3/s" # //PARAMETER CODE="00060" # //RATING ID="9.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working # //RATING REMARKS="Rating 9.0 developed post flooding in 2023 WY. Significant scour evident in 2022 WY. Remnants of section beaver dam control subject to scour and fill. Used recent measurements and GZF's to develop rating to scoured side on lower intermediate end Upper end fitted to recent and historic high water measurements including indirects. Overbank condittions at higher stages." # //RATING EXPANSION="logarithmic" # //RATING OFFSET1=4.000000E-01 # //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)" # //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)" # //RATING_DATETIME BEGIN=20230301000000 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working # //RATING_DATETIME COMMENT="" INDEP DEP STOR 16N 16N 1S 4.1000000E-01 0.0000000E+00 * 4.2000000E-01 5.8000000E-03 * 1.0750000E+01 1.6609900E+03 * 1.0940000E+01 1.7400700E+03 * 1.1100000E+01 1.8313200E+03 * 1.1190000E+01 1.8967000E+03 * 1.1270000E+01 1.9863000E+03 * 1.1960000E+01 2.9628300E+03 * 1.3300000E+01 1.4910000E+04 *