# //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: 2023-08-30 15:00:02 # //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="06108800 " TIME_ZONE="MST" DST_FLAG=Y # //STATION NAME="Teton River at Loma MT" # //LABEL="Discharge ft^3/s" # //PARAMETER CODE="00060" # //RATING ID="7.0" TYPE="STGQ" NAME="stage-discharge" AGING=Working # //RATING REMARKS="Rating based upon HW QM. 2019, QM's for WY 2020-2023 and current GZFs 0.23/0.28 ft. Rating is drawn for scour excluding postive outliers and expected to run a negative shiftshift often Negative shifts due to heavy sediment migration within channel and in WY 23 a fish sensor across channel. Low water channel is full at around 3.0 ft gage datum, overflow REW around 6.85 ft. Rating is same as 6.1 between BP 6.97 and 7.74." # //RATING EXPANSION="logarithmic" # //RATING BREAKPOINT1=1.910000E+00 # //RATING OFFSET1=2.000000E-01 OFFSET2=1.150000E+00 # //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)" # //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)" # //RATING_DATETIME BEGIN=20230327130000 BZONE=-07:00 END=-------------- EZONE=--- AGING=Working # //RATING_DATETIME COMMENT="Rating 7.0 started during ice effect. Rating drawn to scoured conditions expected to shift negatively most of time. " INDEP DEP STOR 16N 16N 1S 2.2000000E-01 3.0000000E-03 * 1.4500000E+00 1.5508000E+02 * 1.6500000E+00 2.1956000E+02 * 1.9100000E+00 3.2384000E+02 * 6.9700000E+00 2.4630000E+03 * 7.2500000E+00 2.7060000E+03 * 7.4700000E+00 2.9660000E+03 * 7.5700000E+00 3.1230000E+03 * 7.6500000E+00 3.3150000E+03 * 7.7000000E+00 3.5400000E+03 * 7.7400000E+00 3.8370000E+03 * 7.9000000E+00 7.2721800E+03 *