# //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: 2026-01-22 01:11:03
# //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="20260122011103 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="20260121150000" BZONE="-08:00" END="--------------" EZONE="---"
# //SHIFT_PREV STAGE1="2.40" SHIFT1="0.24" STAGE2="2.70" SHIFT2="0.24" STAGE3="4.00" SHIFT3="0.00"
# //SHIFT_PREV 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_NEXT BEGIN="--------------" BZONE="---" END="--------------" EZONE="---"
# //SHIFT_NEXT STAGE1="---" SHIFT1="---" STAGE2="---" SHIFT2="---" STAGE3="---" SHIFT3="---"
# //SHIFT_NEXT COMMENT=" "
INDEP	SHIFT	DEP	STOR
16N	16N	16N	1S
1.59	0.24	0.00	
1.60	0.23	0.00	
1.61	0.24	0.01	
1.62	0.24	0.02	
1.63	0.23	0.02	
1.64	0.24	0.04	
1.65	0.24	0.05	
1.66	0.24	0.07	
1.67	0.24	0.09	
1.68	0.24	0.12	
1.69	0.24	0.15	
1.70	0.24	0.18	
1.71	0.24	0.23	
1.72	0.24	0.27	
1.73	0.24	0.32	
1.74	0.24	0.38	
1.75	0.24	0.45	
1.76	0.24	0.52	
1.77	0.24	0.60	
1.78	0.24	0.69	
1.79	0.24	0.79	
1.80	0.24	0.89	
1.81	0.24	1.01	
1.82	0.24	1.13	
1.83	0.24	1.26	*
1.84	0.24	1.40	
1.85	0.24	1.56	
1.86	0.24	1.72	
1.87	0.24	1.89	
1.88	0.24	2.08	
1.89	0.24	2.28	
1.90	0.24	2.48	
1.91	0.24	2.70	
1.92	0.24	2.94	
1.93	0.24	3.18	
1.94	0.24	3.44	
1.95	0.24	3.72	
1.96	0.24	4.00	
1.97	0.24	4.30	
1.98	0.24	4.62	
1.99	0.24	4.95	
2.00	0.24	5.29	
2.01	0.24	5.65	
2.02	0.24	6.03	
2.03	0.24	6.42	
2.04	0.24	6.83	
2.05	0.24	7.26	
2.06	0.24	7.70	
2.07	0.24	8.16	
2.08	0.24	8.64	
2.09	0.24	9.14	
2.10	0.24	9.65	
2.11	0.24	10.19	
2.12	0.24	10.74	
2.13	0.24	11.31	
2.14	0.24	11.91	
2.15	0.24	12.52	
2.16	0.24	13.15	
2.17	0.24	13.81	
2.18	0.24	14.48	
2.19	0.24	15.18	
2.20	0.24	15.89	
2.21	0.24	16.63	
2.22	0.24	17.40	
2.23	0.24	18.18	
2.24	0.24	18.99	
2.25	0.24	19.82	
2.26	0.24	20.68	
2.27	0.24	21.55	
2.28	0.24	22.46	
2.29	0.24	23.38	
2.30	0.24	24.34	
2.31	0.24	25.32	
2.32	0.24	26.32	
2.33	0.24	27.35	
2.34	0.24	28.40	
2.35	0.24	29.48	
2.36	0.24	30.59	
2.37	0.24	31.73	
2.38	0.24	32.89	
2.39	0.24	34.08	
2.40	0.24	35.30	
2.41	0.24	36.55	
2.42	0.24	37.83	
2.43	0.24	39.13	
2.44	0.24	40.47	
2.45	0.24	41.83	
2.46	0.24	43.23	
2.47	0.24	44.65	
2.48	0.24	46.11	
2.49	0.24	47.59	
2.50	0.24	49.11	
2.51	0.24	50.66	
2.52	0.24	52.24	
2.53	0.24	53.85	
2.54	0.24	55.50	
2.55	0.24	57.18	
2.56	0.24	58.89	
2.57	0.24	60.63	
2.58	0.24	62.41	
2.59	0.24	64.22	
2.60	0.24	66.07	
2.61	0.24	67.95	
2.62	0.24	69.87	
2.63	0.24	71.82	
2.64	0.24	73.81	
2.65	0.24	75.83	
2.66	0.24	77.89	
2.67	0.24	79.99	
2.68	0.24	82.12	
2.69	0.24	84.29	
2.70	0.24	86.50	
2.71	0.24	88.33	
2.72	0.24	90.18	
2.73	0.23	92.06	
2.74	0.23	93.96	
2.75	0.23	95.89	
2.76	0.23	97.85	
2.77	0.23	99.83	
2.78	0.23	101.84	
2.79	0.22	103.88	
2.80	0.22	105.94	
2.81	0.22	108.03	
2.82	0.22	110.14	
2.83	0.22	112.29	
2.84	0.21	114.46	
2.85	0.21	116.65	
2.86	0.21	118.88	
2.87	0.21	121.13	
2.88	0.21	123.41	
2.89	0.20	125.72	
2.90	0.20	128.06	
2.91	0.20	130.42	
2.92	0.20	132.82