Page Last Updated: 23 October 2024
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Page Last Updated: 23 October 2024 |
| ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
| 83807 | 1.92 feet | 887.51 feet NAVD88 | 04/30/2020 -- Current |
| 6853 | 1.92 feet | 887.51 feet NAVD88 | 08/01/2010 -- 04/30/2020 |
| 6853 | 1.92 feet | 885.03 feet M.S.L. | 08/01/2010 -- Current |
| 6853 | 2.50 feet | 885.61 feet M.S.L. | 08/01/2010 -- Current |
| 6853 | 3.40 feet | 886.51 feet M.S.L. | 03/19/1996 -- 08/01/2010 |
| 6853 | 5.10 feet | 888.21 feet M.S.L. | 12/02/1992 -- 03/19/1996 |
| STATUS | Active with active co-located USGS station |
| LOCATION | Located at Estrella Parkway crossing of the Gila River |
| DRAINAGE AREA | 45,585 mi2 |
| STREAM TYPE | Natural Stream |
| JURISDICTION | Goodyear, Arizona |
| WATERSHED | Waterman |
| SECTION/TOWNSHIP/RANGE | S31 T1N R1W |
| LATITUDE | N 33° 23' 20.6" | +33.38908 |
| LONGITUDE | W 112° 23' 32.9" | -112.39248 |
| ARIZONA STATE PLANE | E 554770 | N 869418 |
| USGS QUAD SHEET | Perryville 7.5-Minute |
| STREAMGAGE INSTALLATION DATE | 12/02/1992 - WY 1993 |
| PERIOD OF AVAILABLE DATA RECORD | 12/02/1992 - Current |
| LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 31.83 Years | 11,626 Days |
| GAPS (> 2 DAYS) IN RECORD | 01/08/1993 - 03/01/1993 |
| STAGE GAGE TYPE | Pressure Transducer |
| STAGE GAGE ELEVATION | 1.92 feet Gage Height |
| STAFF GAGES | 2 |
| CREST STAGE GAGES | 0 |
| ZERO GAGE HEIGHT ELEVATION | 885.59 feet NAVD88 |
| POINT OF ZERO FLOW | 1.0 feet Gage Height |
| EXTREME FOR PERIOD OF RECORD | 75,883 cfs | 16.45 feet | 02/16/1995 |
| Current Rating = #3 - Applied since 02/15/1995 | ||
| Discharge (cfs) |
Elevation feet Gage Height |
Elevation feet NAVD88 |
| 0 | 0.00 | 885.59 |
| 500 | 5.64 | 891.23 |
| 1,000 | 6.14 | 891.73 |
| 2,000 | 7.04 | 892.63 |
| 5,000 | 8.65 | 894.24 |
| 10,000 | 10.15 | 895.74 |
| 20,000 | 11.95 | 897.54 |
| 50,000 | 14.87 | 900.46 |
| 100,000 | 17.60 | 903.19 |
| 150,000 | 19.43 | 905.02 |
| Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
| 2025 | |||
| 2024 | None | 0 | None |
| 2023 | 15.31 | 56,396 | 03/24/2023 |
| 2022 | None | 0 | None |
| 2021 | 5.24 | 181 | 07/25/2021 |
| 2020 | None | 0 | None |
| 2019 | 7.18 | 2,196 | 03/16/2019 |
| 2018 | None | 0 | None |
| 2017 | 11.14 | 14,893 | 03/02/2017 |
| 2016 | None | 0 | None |
| 2015 | None | 0 | None |
| 2014 | 9.37 | 8,955 | 09/08/2014 |
| 2013 | None | 0 | None |
| 2012 | None | 0 | None |
| 2011 | None | 0 | None |
| 2010 | 11.73 | 18,549 | 01/23/2010 |
| 2009 | 5.53 | 421 | 02/20/2009 |
| 2008 | 6.85 | 1,781 | 02/01/2008 |
| 2007 | None | 0 | None |
| 2006 | None | 0 | None |
| 2005 | 14.00 | 38,900 | 02/13/2005 |
| 2004 | 5.15 | 118 | 04/03/2004 |
| 2003 | 6.78 | 1,695 | 02/14/2003 |
| 2002 | 5.40 | 305 | 11/11/2001 |
| 2001 | 7.08 | 2,059 | 11/12/2000 |
| 2000 | 5.43 | 328 | 03/06/2000 |
| 1999 | 5.75 | 616 | 04/02/1999 |
| 1998 | 8.85 | 5,554 | 04/14/1998 |
| 1997 | 5.40 | 305 | 09/11/1997 |
| 1996 | 5.60 | 482 | 11/02/1995 |
| 1995 | 16.45 | 75,883 | 02/16/1995 |
| 1994 | 7.50 | 3,530 | 11/15/1993 |
| 1993 | 14.70 | 54,117 | 03/07/1993 |
| Date of Peak |
Time of Peak |
Runoff Start |
Runoff End |
Duration (hours) |
Peak Stage (feet GH) |
Peak Discharge (CFS) |
Water Year |
| View a Plot of These Data | |||||||
| 05/06/2023 | 00:36 | 05/05/2023 14:36 | 05/10/2023 17:44 | 123.1 | 5.67 | 529 | 2023 |
| 03/24/2023 | 01:59 | 03/14/2023 06:54 | 04/23/2023 09:05 | 962.2 | 15.31 | 56,396 | 2023 |
| 07/25/2021 | 19:29 | 07/25/2021 18:32 | 07/26/2021 07:29 | 13.0 | 5.24 | 181 | 2021 |
| 03/16/2019 | 12:00 | 03/10/2019 13:54 | 03/21/2019 00:00 | 250 | 7.18 | 2,196 | 2019 |
| 03/06/2019 | 12:47 | 03/06/2019 01:50 | 03/09/2019 06:00 | 76.2 | 6.56 | 1,450 | 2019 |
| 03/02/2017 | 09:07 | 03/02/2017 02:38 | 03/14/2017 23:31 | 309 | 11.14 | 14,893 | 2017 |
| 09/08/2014 | 15:36 | 09/08/2014 09:00 | 09/13/2014 07:06 | 118 | 9.37 | 8,955 | 2014 |
| 08/21/2014 | 08:26 | 08/20/2014 15:00 | 08/23/2014 08:13 | 65.2 | 5.60 | 469 | 2014 |
| 03/13/2010 | 18:50 | 02/24/2010 01:37 | 05/09/2010 15:44 | 1,790 | 9.45 | 7,377 | 2010 |
| 01/23/2010 | 06:15 | 01/22/2010 06:18 | 01/29/2010 15:03 | 177 | 11.73 | 18,549 | 2010 |
| 02/20/2009 | 03:04 | 02/17/2009 18:48 | 02/24/2009 21:05 | 170 | 5.53 | 421 | 2009 |
| 03/05/2008 | 07:58 | 02/13/2008 09:13 | 03/21/2008 01:58 | 881 | 6.08 | 947 | 2008 |
| 02/01/2008 | 13:09 | 01/28/2008 18:25 | 02/11/2008 13:58 | 332 | 6.85 | 1,781 | 2008 |
| 02/13/2005 | 05:18 | 02/10/2005 17:43 | 03/30/2005 10:58 | 1,145 | 14.00 | 38,900 | 2005 |
| 01/28/2005 | 18:15 | 01/23/2005 03:05 | 02/09/2005 12:38 | 418 | 9.43 | 7,308 | 2005 |
| 01/14/2005 | 00:25 | 01/12/2005 19:45 | 01/22/2005 11:30 | 232 | 10.00 | 9,389 | 2005 |
| 01/09/2005 | 04:41 | 01/08/2005 15:06 | 01/12/2005 11:20 | 92.2 | 9.88 | 8,912 | 2005 |
| 01/05/2005 | 06:11 | 12/30/2004 10:36 | 01/07/2004 11:26 | 193 | 13.05 | 29,020 | 2005 |
| 02/14/2003 | 08:56 | 02/14/2003 04:41 | 02/15/2003 19:05 | 38.4 | 5.90 | 767 | 2003 |
| 11/11/2001 | 15:53 | 11/03/2001 01:17 | 11/12/2001 14:13 | 229 | 5.40 | 305 | 2002 |
| Continuous flow of 600 cfs to 2,000 cfs from 10/22/2000 to 05/02/2001. Highlights provided. | |||||||
| 04/29/2001 | 06:52 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 5.75 | 616 | 2001 |
| 04/22/2001 | 04:49 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.12 | 996 | 2001 |
| 04/11/2001 | 04:48 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.20 | 1,070 | 2001 |
| 04/09/2001 | 04:48 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.20 | 1,070 | 2001 |
| 03/11/2001 | 04:50 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.38 | 1,251 | 2001 |
| 03/02/2001 | 04:47 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.47 | 1,360 | 2001 |
| 02/15/2001 | 04:47 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.50 | 1,387 | 2001 |
| 01/29/2001 | 07:48 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.60 | 1,500 | 2001 |
| 11/12/2000 | 05:04 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 7.08 | 2,059 | 2001 |
| 10/29/2000 | 05:05 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.95 | 1,898 | 2001 |
| 10/24/2000 | 05:04 | 10/22/2000 00:00 | 05/02/2001 00:00 | 4,600 | 6.60 | 1,500 | 2001 |
| 03/06/2000 | 09:49 | 03/06/2000 08:39 | 03/09/2000 06:25 | 69.8 | 5.43 | 328 | 2000 |
| 04/02/1999 | 08:28 | 04/01/1999 16:07 | 04/15/1999 20:10 | 340 | 5.75 | 616 | 1999 |
| 02/28/1999 | 07:37 | 02/27/1999 22:07 | 03/02/1999 22:08 | 72.0 | 5.45 | 351 | 1999 |
| 11/15/1998 | 06:16 | 11/06/1998 08:20 | 11/17/1998 07:46 | 263 | 5.40 | 305 | 1999 |
| 11/06/1998 | 10:40 | 11/06/1998 08:20 | 11/17/1998 07:46 | 263 | 5.50 | 401 | 1999 |
| 04/14/1998 | 01:57 | 03/25/1998 06:46 | 04/20/1998 13:57 | 631 | 8.85 | 5,554 | 1998 |
| 04/03/1998 | 07:57 | 03/25/1998 06:46 | 04/20/1998 13:57 | 631 | 6.97 | 1,928 | 1998 |
| 03/28/1998 | 18:42 | 03/25/1998 06:46 | 04/20/1998 13:57 | 631 | 5.38 | 284 | 1998 |
| 02/18/1998 | 09:00 | 02/13/1998 09:50 | 03/02/1998 19:55 | 418 | 5.65 | 525 | 1998 |
| 09/11/1997 | 19:43 | 09/11/1997 17:53 | 09/12/1997 12:43 | 18.8 | 5.40 | 305 | 1997 |
| 11/02/1995 | 10:01 | 11/01/1995 22:01 | 11/02/1995 22:01 | 24.0 | 5.60 | 482 | 1996 |
| 07/10/1995 | 17:45 | 07/10/1995 12:10 | 07/11/1995 05:47 | 17.6 | 5.40 | 305 | 1995 |
| 07/09/1995 | 17:30 | 07/09/1995 13:15 | 07/10/1995 05:44 | 16.5 | 5.35 | 263 | 1995 |
| 05/02/1995 | 17:36 | 05/01/1995 00:51 | 05/07/1995 18:21 | 162 | 7.60 | 3,763 | 1995 |
| 04/07/1995 | 16:21 | 04/05/1995 03:01 | 04/12/1995 17:10 | 182 | 6.45 | 1,332 | 1995 |
| 03/07/1995 | 07:16 | 02/25/1995 15:46 | 04/02/1995 13:41 | 862 | 15.73 | 63,015 | 1995 |
| 02/16/1995 | 05:16 | 02/13/1995 16:39 | 02/25/1995 10:14 | 281 | 16.45 | 75,883 | 1995 |
| 01/28/1995 | 00:12 | 01/25/1995 07:56 | 01/31/1995 14:45 | 151 | 6.25 | 1,227 | 1995 |
| 01/08/1995 | 23:10 | 01/05/1995 15:08 | 01/19/1995 13:38 | 335 | 6.32 | 1,331 | 1995 |
| 11/15/1993 | 15:20 | 11/14/1993 04:05 | 11/22/1993 18:05 | 206 | 7.50 | 3,530 | 1994 |
| 10/07/1993 | 18:02 | 10/06/1993 16:47 | 10/11/1993 13:32 | 117 | 6.00 | 914 | 1994 |
| 08/29/1993 | 06:48 | 08/29/1993 05:18 | 08/31/1993 03:33 | 46.3 | 6.40 | 1,439 | 1993 |
| 05/26/1993 | 05:21 | 05/25/1993 12:36 | 06/02/1993 12:21 | 192 | 7.70 | 4,003 | 1993 |
| 05/09/1993 | 20:21 | 05/08/1993 10:06 | 05/19/1993 15:21 | 269 | 8.40 | 5,880 | 1993 |
| 03/29/1993 | 09:16 | Data Unavailable | Data Unavailable | 10.90 | 16,482 | 1993 | |
| 03/19/1993 | 09:16 | Data Unavailable | Data Unavailable | 11.30 | 19,041 | 1993 | |
| 03/13/1993 | 19:01 | Data Unavailable | Data Unavailable | 10.80 | 16,000 | 1993 | |
| 03/07/1993 | 23:16 | Data Unavailable | Data Unavailable | 14.70 | 54,117 | 1993 | |
| 03/01/1993 | 10:50 | Data Unavailable | Data Unavailable | 14.00 | 44,570 | 1993 | |
| Flood Flow Frequency View a plot of Flood Frequncy Data ***NOTE: Flood Flow Frequency data are for information only and should not be considered valid for regulation*** Magnitude and Probability of Instantaneous Peak Flow | Discharge, in cfs, for indicated Recurrence Interval |
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| USGS StreamStats Flood Flow Frequency | |||||||
| 2-year | 5-year | 10-year | 25-year | 50-year | 100-year | 200-year | 500-year |
| Staff Gage Range | Staff Gage Information |
| 3.36 - 23.74 feet | Staff on inside of stilling well |
| 3.36 - 23.74 feet | Staff on outside of stilling well |