# //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: 2024-02-29 20:10:03 # //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="12143700 " TIME_ZONE="PST" DST_FLAG=Y # //STATION NAME="BOXLEY CREEK NEAR CEDAR FALLS, WA" # //LABEL="Discharge (ft^3/s)" # //PARAMETER CODE="00060" # //RATING SHIFTED="20240229201003 PST" # //RATING ID="26.0" TYPE="STGQ" NAME="stage-discharge" AGING=???? # //RATING REMARKS="Rating 26 was developed using measurements 546, 547, 551, 554-556, 559, 561, 563, 564, 566-568, 570-577, and 580-582 made April 2019 - June 2023, which showed further scour on the control in the mid to upper range of flows. The control consists of cobbles near the stream gage at low flows and a gabion basket weir at medium-high flows, which has eroded over time. Above 3.12 ft, it is presumed that the section control has less of effect on the gage pool, and transitions to combined section-channel control. (Approved by D.E. Restivo 7/6/23)" # //RATING EXPANSION="logarithmic" # //RATING OFFSET1=1.800000E+00 # //RATING_INDEP ROUNDING="????" PARAMETER="Gage height (ft)" # //RATING_DEP ROUNDING="????" PARAMETER="Discharge (ft^3/s)" # //RATING_DATETIME BEGIN=20230508200000 BZONE=-08:00 END=-------------- EZONE=--- AGING=1 # //RATING_DATETIME COMMENT="Rating 26 was developed using measurements 546, 547, 551, 554-556, 559, 561, 563, 564, 566-568, 570-577, and 580-582 made April 2019 - June 2023, which showed further scour on the control in the mid to upper range of flows. The control consists of cobbles near the stream gage at low flows and a gabion basket weir at medium-high flows, which has eroded over time. Above 3.12 ft, it is presumed that the section control has less of effect on the gage pool, and transitions to combined section-channel control. (Approved by D.E. Restivo 7/6/23)" # //SHIFT_PREV BEGIN="20240129125601" BZONE="-08:00" END="--------------" EZONE="---" # //SHIFT_PREV STAGE1="2.50" SHIFT1="0.00" STAGE2="3.12" SHIFT2="0.00" # //SHIFT_PREV COMMENT="Continue shift into new CRP period" # //SHIFT_NEXT BEGIN="--------------" BZONE="---" END="--------------" EZONE="---" # //SHIFT_NEXT STAGE1="---" SHIFT1="---" STAGE2="---" SHIFT2="---" STAGE3="---" SHIFT3="---" # //SHIFT_NEXT COMMENT=" " INDEP SHIFT DEP STOR 16N 16N 16N 1S 1.83 0.00 0.00 * 1.84 -0.01 0.00 1.85 0.00 0.01 1.86 0.00 0.02 1.87 -0.01 0.02 1.88 0.00 0.04 1.89 0.00 0.05 1.90 0.00 0.07 1.91 0.00 0.09 1.92 0.00 0.12 1.93 0.00 0.15 1.94 0.00 0.18 1.95 0.00 0.23 1.96 0.00 0.27 1.97 0.00 0.32 1.98 0.00 0.38 1.99 0.00 0.45 2.00 0.00 0.52 2.01 0.00 0.60 2.02 0.00 0.69 2.03 0.00 0.79 2.04 0.00 0.89 2.05 0.00 1.01 2.06 0.00 1.13 2.07 0.00 1.26 2.08 0.00 1.40 2.09 0.00 1.56 2.10 0.00 1.72 2.11 0.00 1.89 2.12 0.00 2.08 2.13 0.00 2.28 2.14 0.00 2.48 2.15 0.00 2.70 2.16 0.00 2.94 2.17 0.00 3.18 2.18 0.00 3.44 2.19 0.00 3.72 2.20 0.00 4.00 2.21 0.00 4.30 2.22 0.00 4.62 2.23 0.00 4.95 2.24 0.00 5.29 2.25 0.00 5.65 2.26 0.00 6.03 2.27 0.00 6.42 2.28 0.00 6.83 2.29 0.00 7.26 2.30 0.00 7.70 2.31 0.00 8.16 2.32 0.00 8.64 2.33 0.00 9.14 2.34 0.00 9.65 2.35 0.00 10.19 2.36 0.00 10.74 2.37 0.00 11.31 2.38 0.00 11.91 2.39 0.00 12.52 2.40 0.00 13.15 2.41 0.00 13.81 2.42 0.00 14.48 2.43 0.00 15.18 2.44 0.00 15.89 2.45 0.00 16.63 2.46 0.00 17.40 2.47 0.00 18.18 2.48 0.00 18.99 2.49 0.00 19.82 2.50 0.00 20.68 2.51 0.00 21.55 2.52 0.00 22.46 2.53 0.00 23.38 2.54 0.00 24.34 2.55 0.00 25.32 2.56 0.00 26.32 2.57 0.00 27.35 2.58 0.00 28.40 2.59 0.00 29.48 2.60 0.00 30.59 2.61 0.00 31.73 2.62 0.00 32.89 2.63 0.00 34.08 2.64 0.00 35.30 2.65 0.00 36.55 2.66 0.00 37.83 2.67 0.00 39.13 2.68 0.00 40.47 2.69 0.00 41.83 2.70 0.00 43.23 2.71 0.00 44.65 2.72 0.00 46.11 2.73 0.00 47.59 2.74 0.00 49.11 2.75 0.00 50.66 2.76 0.00 52.24 2.77 0.00 53.85 2.78 0.00 55.50 2.79 0.00 57.18 2.80 0.00 58.89 2.81 0.00 60.63 2.82 0.00 62.41 2.83 0.00 64.22 2.84 0.00 66.07 2.85 0.00 67.95 2.86 0.00 69.87 2.87 0.00 71.82 2.88 0.00 73.81 2.89 0.00 75.83 2.90 0.00 77.89 2.91 0.00 79.99 2.92 0.00 82.12 2.93 0.00 84.29 2.94 0.00 86.50 2.95 0.00 88.74 2.96 0.00 91.03 2.97 0.00 93.35 2.98 0.00 95.71 2.99 0.00 98.11 3.00 0.00 100.55 3.01 0.00 103.03 3.02 0.00 105.55 3.03 0.00 108.11 3.04 0.00 110.71 3.05 0.00 113.35 3.06 0.00 116.03 3.07 0.00 118.75 3.08 0.00 121.52 3.09 0.00 124.32 3.10 0.00 127.17 3.11 0.00 130.06 3.12 0.00 133.00 *