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Page Last Updated: 23 October 2024 |
ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
84207 | 0.00 feet | 1,446.87 feet NAVD88 | 05/05/2020 -- Current |
6893 | 0.00 feet | 1,446.87 feet NAVD88 | 04/30/1993 -- 05/05/2020 |
STATUS | Active |
LOCATION | Located in northwest part of the Estrella Mountains |
DRAINAGE AREA | 1.1 mi2 |
STREAM TYPE | Natural Stream |
JURISDICTION | Goodyear, Arizona |
WATERSHED | Waterman |
SECTION/TOWNSHIP/RANGE | S12 T2S R1W |
LATITUDE | N 33° 16' 10.1" | +33.26949 |
LONGITUDE | W 112° 19' 15.3" | -112.32091 |
ARIZONA STATE PLANE | E 576437 | N 825813 |
USGS QUAD SHEET | Avondale SE 7.5-Minute |
STREAMGAGE INSTALLATION DATE | 04/30/1993 - WY 1993 |
PERIOD OF AVAILABLE DATA RECORD | 04/30/1993 - Current |
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 31.42 Years | 11,477 Days |
GAPS (> 2 DAYS) IN RECORD | 03/04/2023-04/07/2023 |
STAGE GAGE TYPE | Pressure Transducer |
STAGE GAGE ELEVATION | 0.00 feet Gage Height |
STAFF GAGES | 0 |
CREST STAGE GAGES | 6 - not related to transducer gage height |
ZERO GAGE HEIGHT ELEVATION | 1,446.87 feet NAVD88 |
POINT OF ZERO FLOW | 0.2 feet Gage Height |
EXTREME FOR PERIOD OF RECORD | 508 cfs | 1.60 feet | 09/08/2014 |
Current Rating = #2 - Applied since 10/01/2018 | ||
Discharge (cfs) |
Elevation feet Gage Height |
Elevation feet NAVD88 |
0 | 0.00 | 1,276.61 |
50 | 0.93 | 1,447.80 |
100 | 1.11 | 1,447.98 |
300 | 1.58 | 1,448.45 |
500 | 1.89 | 1,448.76 |
750 | 2.25 | 1,449.12 |
1,000 | 2.56 | 1,449.43 |
1,500 | 3.13 | 1,450.00 |
2,500 | 4.08 | 1,450.95 |
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 | None | 0 | None |
2020 | None | 0 | None |
2019 | None | 0 | None |
2018 | None | 0 | None |
2017 | None | 0 | None |
2016 | 1.07 | 205 | 08/02/2016 |
2015 | 1.15 | 242 | 09/14/2015 |
2014 | 1.60 | 508 | 09/08/2014 |
2013 | None | 0 | None |
2012 | 0.35 | 23 | 07/29/2012 |
2011 | None | 0 | None |
2010 | 0.28 | 16 | 07/29/2010 |
2009 | None | 0 | None |
2008 | None | 0 | None |
2007 | None | 0 | None |
2006 | None | 0 | None |
2005 | 0.10 | 3 | 10/21/2004 |
2004 | None | 0 | None |
2003 | 0.12 | 5 | 08/14/2003 |
2002 | None | 0 | None |
2001 | None | 0 | None |
2000 | None | 0 | None |
1999 | None | 0 | None |
1998 | 0.70 | 82 | 09/11/1998 |
1997 | None | 0 | None |
1996 | 0.20 | 10 | 09/13/1996 |
1995 | 0.45 | 34 | 02/21/1995 |
1994 | None | 0 | None |
1993 | None | 0 | None |
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 | |||||||
08/02/2016 | 17:33 | 08/02/2016 17:00 | 08/02/2016 18:19 | 1.3 | 1.07 | 205 | 2016 |
09/14/2015 | 01:12 | 09/14/2015 00:50 | 09/14/2015 01:57 | 1.1 | 1.15 | 242 | 2015 |
09/08/2014 | 06:16 | 09/08/2014 06:07 | 09/08/2014 07:42 | 1.6 | 1.60 | 508 | 2014 |
09/08/2014 | 04:22 | 09/08/2014 04:08 | 09/08/2014 04:30 | 0.4 | 0.20 | 10 | 2014 |
07/29/2012 | 18:23 | 07/29/2012 17:35 | 07/29/2012 18:45 | 1.2 | 0.35 | 23 | 2012 |
07/29/2010 | 12:01 | 07/29/2010 10:16 | 07/29/2010 18:01 | 7.8 | 0.28 | 16 | 2010 |
10/21/2004 | 20:59 | 10/21/2004 20:59 | single report | 0.0 | 0.10 | 3 | 2005 |
08/14/2003 | 20:09 | 08/14/2003 20:09 | single report | 0.0 | 0.12 | 5 | 2003 |
09/11/1998 | 06:26 | 09/11/1998 06:22 | 09/11/1998 07:12 | 0.8 | 0.70 | 82 | 1998 |
01/10/1998 | 13:37 | 01/10/1998 13:37 | 01/10/1998 13:38 | 0.1 | 0.30 | 18 | 1998 |
09/13/1996 | 17:14 | 09/13/1996 17:01 | 09/13/1996 17:24 | 0.4 | 0.20 | 10 | 1996 |
02/21/1995 | 22:53 | 02/21/1995 22:52 | 02/22/1995 00:04 | 1.2 | 0.45 | 34 | 1995 |
Crest Gage Number | Pin Elevation (Feet, Gage Height) |
Additional Information |
1 | 0.01 | located on left bank, downstream of transducer |
2 | 0.29 | located on right bank, downstream of transducer |
3 | 2.39 | located on left bank, upstream of transducer |
4 | 2.60 | located on right bank, upstream of transducer |
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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HEC-1 Analysis | |||||||
2-year | 5-year | 10-year | 25-year | 50-year | 100-year | 200-year | 500-year |
USGS StreamStats Flood Flow Frequency | |||||||
2-year | 5-year | 10-year | 25-year | 50-year | 100-year | 200-year | 500-year |