# //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: 2021-06-17 19:25:02 # //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. # //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="13018350 " TIME_ZONE="MST" DST_FLAG=Y # //STATION NAME="FLAT CREEK BELOW CACHE CREEK, NEAR JACKSON, WY" # //LABEL="Discharge ft^3/s" # //PARAMETER CODE="00060" # //RATING ID="2.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working # //RATING REMARKS="Modification to 1.1; adjusting upper end to accommodate high-flow plots historically plotting to right, rating well defined with moderate scatter 13-200 cfs and high scatter below 100 cfs." # //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=20210526135600 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working # //RATING_DATETIME COMMENT="Developed to accomodate high flow plots and honor plot scatter bl 200 cfs." INDEP DEP STOR 16N 16N 1S 1.2000000E+00 9.0000000E+00 * 2.3000000E+00 1.7000000E+02 * 2.8000000E+00 3.0500000E+02 * 2.9000000E+00 3.3500000E+02 * 3.9000000E+00 6.8500000E+02 *