# //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: 2024-10-18 23:20:02
# //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="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="20241018232002 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="20241018151527" BZONE="-08:00" END="--------------" EZONE="---"
# //SHIFT_PREV STAGE1="2.40" SHIFT1="0.03" STAGE2="2.70" SHIFT2="0.10" STAGE3="4.00" SHIFT3="0.00"
# //SHIFT_PREV COMMENT=""
# //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
1.80	0.03	0.00	
1.81	0.02	0.00	
1.82	0.03	0.01	
1.83	0.03	0.02	*
1.84	0.02	0.02	
1.85	0.03	0.04	
1.86	0.03	0.05	
1.87	0.03	0.07	
1.88	0.03	0.09	
1.89	0.03	0.12	
1.90	0.03	0.15	
1.91	0.03	0.18	
1.92	0.03	0.23	
1.93	0.03	0.27	
1.94	0.03	0.32	
1.95	0.03	0.38	
1.96	0.03	0.45	
1.97	0.03	0.52	
1.98	0.03	0.60	
1.99	0.03	0.69	
2.00	0.03	0.79	
2.01	0.03	0.89	
2.02	0.03	1.01	
2.03	0.03	1.13	
2.04	0.03	1.26	
2.05	0.03	1.40	
2.06	0.03	1.56	
2.07	0.03	1.72	
2.08	0.03	1.89	
2.09	0.03	2.08	
2.10	0.03	2.28	
2.11	0.03	2.48	
2.12	0.03	2.70	
2.13	0.03	2.94	
2.14	0.03	3.18	
2.15	0.03	3.44	
2.16	0.03	3.72	
2.17	0.03	4.00	
2.18	0.03	4.30	
2.19	0.03	4.62	
2.20	0.03	4.95	
2.21	0.03	5.29	
2.22	0.03	5.65	
2.23	0.03	6.03	
2.24	0.03	6.42	
2.25	0.03	6.83	
2.26	0.03	7.26	
2.27	0.03	7.70	
2.28	0.03	8.16	
2.29	0.03	8.64	
2.30	0.03	9.14	
2.31	0.03	9.65	
2.32	0.03	10.19	
2.33	0.03	10.74	
2.34	0.03	11.31	
2.35	0.03	11.91	
2.36	0.03	12.52	
2.37	0.03	13.15	
2.38	0.03	13.81	
2.39	0.03	14.48	
2.40	0.03	15.18	
2.41	0.03	16.06	
2.42	0.03	16.99	
2.43	0.04	17.94	
2.44	0.04	18.93	
2.45	0.04	19.96	
2.46	0.04	21.02	
2.47	0.05	22.12	
2.48	0.05	23.26	
2.49	0.05	24.43	
2.50	0.05	25.65	
2.51	0.06	26.90	
2.52	0.06	28.19	
2.53	0.06	29.52	
2.54	0.06	30.89	
2.55	0.07	32.31	
2.56	0.07	33.76	
2.57	0.07	35.26	
2.58	0.07	36.80	
2.59	0.07	38.39	
2.60	0.08	40.02	
2.61	0.08	41.69	
2.62	0.08	43.41	
2.63	0.08	45.18	
2.64	0.09	46.99	
2.65	0.09	48.85	
2.66	0.09	50.76	
2.67	0.09	52.72	
2.68	0.10	54.73	
2.69	0.10	56.78	
2.70	0.10	58.89	
2.71	0.10	60.50	
2.72	0.10	62.13	
2.73	0.10	63.80	
2.74	0.10	65.50	
2.75	0.10	67.22	
2.76	0.10	68.98	
2.77	0.09	70.76	
2.78	0.09	72.58	
2.79	0.09	74.43	
2.80	0.09	76.30	
2.81	0.09	78.21	
2.82	0.09	80.15	
2.83	0.09	82.12	
2.84	0.09	84.12	
2.85	0.09	86.16	
2.86	0.09	88.22	
2.87	0.09	90.32	
2.88	0.09	92.45	
2.89	0.09	94.62	
2.90	0.08	96.81	
2.91	0.08	99.04	
2.92	0.08	101.31	
2.93	0.08	103.61	
2.94	0.08	105.94	
2.95	0.08	108.31	
2.96	0.08	110.71	
2.97	0.08	113.14	
2.98	0.08	115.61	
2.99	0.08	118.12	
3.00	0.08	120.66	
3.01	0.08	123.24	
3.02	0.08	125.85	
3.03	0.07	128.50	
3.04	0.07	131.19