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Page Last Updated: 24 October 2024 |
ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
40007 | 1.74 feet | 762.28 feet NAVD88 | 02/21/2024 -- Current |
40007 | 3.21 feet | 763.75 feet NAVD88 | 02/24/2022 -- 02/21/2024 |
40007 | 1.30 feet | 761.84 feet NAVD88 | 04/10/2020 -- 02/24/2022 |
6933 | 1.30 feet | 761.84 feet NAVD88 | 09/18/2002 -- 04/10/2020 |
6933 | 0.75 feet | 761.29 feet NAVD88 | 07/16/2002 -- 09/18/2002 |
6933 | 1.00 feet | 761.54 feet NAVD88 | 05/31/2001 -- 07/16/2002 |
STATUS | Active |
LOCATION | Located in Gila Bend along I-8 |
DRAINAGE AREA | 245.6 mi2 (Includes drainage from Bender Wash) |
STREAM TYPE | Natural Stream |
JURISDICTION | Gila Bend, Arizona |
WATERSHED | Gila Bend |
SECTION/TOWNSHIP/RANGE | S06 T6S R4W |
LATITUDE | N 32° 55' 59.1" | +32.93310 |
LONGITUDE | W 112° 42' 20.8" | -112.70579 |
ARIZONA STATE PLANE | E 457901 | N 704088 |
USGS QUAD SHEET | Gila Bend 7.5-Minute |
STREAMGAGE INSTALLATION DATE | 05/31/2001 - WY 2001 |
PERIOD OF AVAILABLE DATA RECORD | 05/31/2001 - Current |
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 23.34 Years | 8,523 Days |
GAPS (> 2 DAYS) IN RECORD | None |
STAGE GAGE TYPE | Pressure Transducer |
STAGE GAGE ELEVATION | 1.74 feet Gage Height |
STAFF GAGES | 0 |
CREST STAGE GAGES | 1 |
ZERO GAGE HEIGHT ELEVATION | 760.54 feet NAVD88 |
POINT OF ZERO FLOW | 0.5 feet Gage Height (March 2024, about 50 feet downstream) |
EXTREME FOR PERIOD OF RECORD | 14,000 cfs | 7.69 feet | 08/14/2021 |
Current Rating = #3 - Applied since 02/21/2024 | ||
Discharge (cfs) |
Elevation (feet) Gage Height |
Elevation (feet) NAVD88 |
0 | 0.00 | 760.54 |
100 | 2.02 | 762.56 |
300 | 2.34 | 762.88 |
500 | 2.60 | 763.14 |
1,000 | 3.17 | 763.71 |
1,500 | 3.75 | 764.29 |
2,000 | 4.32 | 764.86 |
3,000 | 5.34 | 765.88 |
5,000 | 7.02 | 767.56 |
Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
2025 | |||
2024 | None | 0 | None |
2023 | None | 0 | None |
2022 | None | 0 | None |
2021 | ~8.73 | ~14,000 | 08/14/2021 |
2020 | 2.29 | 331 | 11/29/2019 |
2019 | 3.95 | 1,291 | 09/01/2019 |
2018 | 3.47 | 970 | 09/19/2018 |
2017 | 2.62 | 490 | 07/16/2017 |
2016 | 4.64 | 1,781 | 07/30/2016 |
2015 | 2.92 | 661 | 09/22/2015 |
2014 | 2.92 | 661 | 08/21/2014 |
2013 | 4.75 | 1,866 | 08/26/2013 |
2012 | 4.15 | 1,429 | 09/07/2012 |
2011 | 3.60 | 1,053 | 09/13/2011 |
2010 | 2.83 | 630 | 01/21/2010 |
2009 | 1.67 | 98 | 07/19/2009 |
2008 | 3.30 | 868 | 08/30/2008 |
2007 | 4.30 | 1,535 | 07/23/2007 |
2006 | 1.50 | 95 | 08/15/2006 |
2005 | 1.95 | 170 | 08/10/2005 |
2004 | None | 0 | None |
2003 | 2.97 | 691 | 10/26/2002 |
2002 | 3.88 | 790 | 09/07/2002 |
2001 | 3.20 | 925 | 09/13/2001 |
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 | |||||||
08/14/2021 | 04:08 | 08/14/2021 01:57 | 08/14/2021 08:31 | 6.6 | 8.73 | 14,000 | 2021 |
03/12/2020 | 23:11 | 03/12/2020 22:56 | 03/13/2020 00:15 | 1.3 | 2.07 | 227 | 2020 |
11/29/2019 | 07:29 | 11/29/2019 07:15 | 11/29/2019 08:25 | 1.2 | 2.29 | 331 | 2020 |
11/19/2019 | 19:49 | 11/19/2019 19:49 | 11/19/2019 20:41 | 0.9 | 2.00 | 195 | 2020 |
09/01/2019 | 22:26 | 09/01/2019 21:01 | 09/01/2019 23:58 | 3.0 | 3.95 | 1,291 | 2019 |
10/13/2018 | 14:36 | 10/13/2018 13:48 | 10/13/2018 16:02 | 2.2 | 2.95 | 676 | 2019 |
10/02/2018 | 06:43 | 10/02/2018 05:29 | 10/02/2018 11:21 | 5.9 | 3.84 | 1,215 | 2019 |
09/19/2018 | 20:29 | 09/19/2018 17:59 | 09/19/2018 22:56 | 5.0 | 3.47 | 970 | 2018 |
09/03/2018 | 00:17 | 09/03/2018 00:04 | 09/03/2018 00:30 | 0.4 | 2.18 | 280; | 2018 |
08/12/2017 | 22:26 | 08/12/2017 22:26 | 08/12/2017 22:29 | 0.1 | 1.85 | 124 | 2017 |
07/31/2017 | 05:41 | 07/31/2017 05:34 | 07/31/2017 05:47 | 0.2 | 1.81 | 108 | 2017 |
07/16/2017 | 00:52 | 07/15/2017 23:27 | 07/16/2017 01:55 | 2.5 | 2.62 | 490 | 2017 |
10/13/2016 | 10:21 | 10/13/2016 10:21 | 10/13/2016 11:52 | 1.5 | 2.14 | 260 | 2017 |
09/07/2016 | 04:52 | 09/07/2016 04:34 | 09/07/2016 05:50 | 1.3 | 3.61 | 1,059 | 2016 |
07/30/2016 | 00:13 | 07/29/2016 23:07 | 07/30/2016 02:12 | 3.1 | 4.64 | 1,781 | 2016 |
09/22/2015 | 18:54 | 09/22/2015 18:12 | 09/22/2015 20:07 | 1.9 | 2.92 | 661 | 2015 |
09/27/2014 | 16:21 | 09/27/2014 15:57 | 09/27/2014 18:12 | 2.3 | 2.85 | 617 | 2014 |
08/21/2014 | 20:15 | 08/21/2014 19:53 | 08/21/2014 21:35 | 1.7 | 2.92 | 661 | 2014 |
08/13/2014 | 07:05 | 08/13/2014 06:02 | 08/13/2014 08:45 | 2.7 | 2.72 | 547 | 2014 |
08/26/2013 | 20:51 | 08/26/2013 20:00 | 08/27/2013 00:10 | 4.2 | 4.75 | 1,866 | 2013 |
07/21/2013 | 09:29 | 07/21/2013 08:33 | 07/21/2013 11:32 | 3.0 | 4.58 | 1,732 | 2013 |
09/07/2012 | 15:27 | 09/07/2012 13:55 | 09/07/2012 16:45 | 2.8 | 4.15 | 1,429 | 2012 |
08/22/2012 | 16:19 | 08/22/2012 16:03 | 08/22/2012 16:38 | 0.6 | 2.28 | 324 | 2012 |
08/22/2012 | 00:40 | 08/21/2012 23:10 | 08/22/2012 01:26 | 2.3 | 3.48 | 973 | 2012 |
07/29/2012 | 19:23 | 07/29/2012 19:09 | 07/30/2012 00:59 | 5.8 | 3.02 | 717 | 2012 |
09/13/2011 | 19:01 | 09/13/2011 18:36 | 09/13/2011 21:05 | 2.5 | 3.60 | 1,053 | 2011 |
07/11/2011 | 23:28 | 07/11/2011 23:27 | 07/12/2011 00:07 | 0.7 | 2.05 | 218 | 2011 |
01/21/2010 | 22:48 | 01/21/2010 21:00 | 01/22/2010 00:52 | 3.9 | 2.83 | 630 | 2010 |
01/19/2010 | 20:38 | 01/19/2010 20:02 | 01/20/2010 01:56 | 5.9 | 2.20 | 291 | 2010 |
07/19/2009 | 20:40 | 07/19/2009 20:11 | 07/19/2009 22:11 | 1.0 | 1.67 | 98 | 2009 |
08/30/2008 | 15:18 | 08/30/2008 14:58 | 08/30/2008 18:14 | 3.3 | 3.30 | 868 | 2008 |
08/14/2008 | 05:29 | 08/14/2008 05:07 | 08/14/2008 06:23 | 1.3 | 1.90 | 146 | 2008 |
05/22/2008 | 23:28 | 05/22/2008 21:39 | 05/23/2008 02:12 | 4.6 | 2.20 | 290 | 2008 |
07/25/2007 | 19:12 | 07/25/2007 17:27 | 07/25/2007 20:37 | 3.2 | 2.45 | 405 | 2007 |
07/23/2007 | 19:31 | 07/23/2007 18:15 | 07/23/2007 23:30 | 5.3 | 4.30 | 1,535 | 2007 |
07/23/2007 | 00:57 | 07/23/2007 00:56 | 07/23/2007 05:51 | 4.9 | 2.00 | 195 | 2007 |
08/15/2006 | 00:00 | 08/14/2006 23:58 | 08/15/2006 02:34 | 2.6 | 1.50 | 95 | 2006 |
08/10/2005 | 18:46 | 08/10/2005 18:07 | 08/10/2005 19:31 | 1.4 | 1.95 | 170 | 2005 |
08/03/2005 | 02:50 | 08/03/2005 02:50 | 08/03/2005 03:05 | 0.3 | 1.42 | 92 | 2005 |
03/05/2005 | 16:38 | 03/05/2005 16:36 | 03/05/2005 16:57 | 0.4 | 1.52 | 95 | 2005 |
10/26/2002 | 12:31 | 10/26/2002 12:05 | 10/26/2002 13:25 | 1.5 | 2.97 | 691 | 2003 |
09/07/2002 | 21:08 | 09/07/2002 21:02 | 09/07/2002 23:08 | 2.1 | 3.88 | 790 | 2002 |
09/13/2001 | 17:51 | 09/13/2001 16:39 | 09/13/2001 19:13 | 2.6 | 3.20 | 925 | 2001 |
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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FEMA Flood Flood Insurance Study | |||||||
2-year | 5-year | 10-year | 20-year | 50-year | 100-year | 200-year | 500-year |
----- | ----- | ----- | ----- | ----- | 23,700 | ----- | ----- |
Crest Gage Number | Pin Elevation (Feet, Gage Height) |
Additional Information |
1 | 1.44 | Located near transducer on left wall |