# //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="10016900 " TIME_ZONE="MST" DST_FLAG=Y # //STATION NAME="BEAR RIVER AT EVANSTON, WY" # //LABEL="Discharge ft^3/s" # //PARAMETER CODE="00060" # //RATING ID="4.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working # //RATING REMARKS="3.0 filled at low end. Developed 4.0" # //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=20171004160600 BZONE=-07:00 END=-------------- EZONE=--- AGING=None # //RATING_DATETIME COMMENT="Control filled to previous rating at lower end. " INDEP DEP STOR 16N 16N 1S 2.0000000E-01 4.5500000E+00 * 8.0000000E-01 4.2430000E+01 * 9.0000000E-01 5.2100000E+01 * 1.0000000E+00 6.2920000E+01 * 1.1000000E+00 7.5200000E+01 * 1.8000000E+00 2.1000000E+02 * 1.9000000E+00 2.3400000E+02 * 2.0000000E+00 2.6110000E+02 * 2.1000000E+00 2.9140000E+02 * 2.2000000E+00 3.2520000E+02 * 2.3000000E+00 3.6260000E+02 * 2.4000000E+00 4.0200000E+02 * 2.5000000E+00 4.4300000E+02 * 2.6000000E+00 4.8540000E+02 * 2.7000000E+00 5.2900000E+02 * 2.8000000E+00 5.7330000E+02 * 2.9000000E+00 6.1780000E+02 * 3.0000000E+00 6.6250000E+02 * 3.1000000E+00 7.0730000E+02 * 7.7000000E+00 4.2000000E+03 *