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Page Last Updated: 23 October 2024 |
ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
86207 | 0.72 feet | 1,468.79 feet NAVD88 | 05/05/2020 -- Current |
5428 | 0.72 feet | 1,468.72 feet NAVD88 | 03/14/2002 -- 05/05/2020 |
STATUS | Active |
LOCATION | Located in the north part of White Tanks Regional Park |
DRAINAGE AREA | 4.3 mi2 |
STREAM TYPE | Natural Stream |
JURISDICTION | Maricopa County, Arizona |
WATERSHED | White Tanks B |
SECTION/TOWNSHIP/RANGE | S18 T3N R2W |
LATITUDE | N 33° 35' 47.3" | +33.59648 |
LONGITUDE | W 112° 29' 57.3" | -112.49925 |
ARIZONA STATE PLANE | E 522575 | N 945100 |
USGS QUAD SHEET | Waddell 7.5-Minute |
STREAMGAGE INSTALLATION DATE | 02/05/2002 - WY 2002 |
PERIOD OF AVAILABLE DATA RECORD | 02/05/2002 - Current |
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 22.65 Years | 8,274 Days |
GAPS (> 2 DAYS) IN RECORD | None |
STAGE GAGE TYPE | Pressure Transducer |
STAGE GAGE ELEVATION | 0.72 feet Gage Height |
STAFF GAGES | 0 |
CREST STAGE GAGES | 1 |
ZERO GAGE HEIGHT ELEVATION | 1,468.07 feet NAVD88 |
POINT OF ZERO FLOW | 0.7 feet Gage Height |
EXTREME FOR PERIOD OF RECORD | 1,682 cfs | 4.37 feet | 09/08/2014 |
Estimated Time to McMicken Dam, about 1.5 miles downstream | ||
Discharge (cfs) | Gage Height (feet) | Time (minutes) |
100 | 1.49 | 31 |
500 | 2.43 | 17 |
1,000 | 3.12 | 13 |
1,500 | 3.67 | 11 |
Current Rating = #2 - Applied since 10/01/2019 | ||
Discharge (cfs) |
Elevation feet Gage Height |
Elevation feet NAVD88 |
0 | 0.00 | 1,468.07 |
50 | 1.27 | 1,469.34 |
100 | 1.49 | 1,469.56 |
300 | 2.08 | 1,470.15 |
500 | 2.43 | 1,470.50 |
800 | 2.86 | 1,470.93 |
1,000 | 3.12 | 1,471.19 |
1,500 | 3.67 | 1,471.74 |
2,000 | 4.16 | 1,472.23 |
3,000 | 5.05 | 1,473.12 |
Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
2025 | |||
2024 | None | 0 | None |
2023 | None | 0 | None |
2022 | 1.82 | 204 | 08/10/2022 |
2021 | None | 0 | None |
2020 | 1.56 | 104 | 03/13/2020 |
2019 | 2.37 | 328 | 10/13/2018 |
2018 | None | 0 | None |
2017 | None | 0 | None |
2016 | None | 0 | None |
2015 | None | 0 | None |
2014 | 4.37 | 1,682 | 09/08/2014 |
2013 | 1.27 | 57 | 08/24/2013 |
2012 | None | 0 | None |
2011 | None | 0 | None |
2010 | 2.30 | 303 | 01/21/2010 |
2009 | None | 0 | None |
2008 | None | 0 | None |
2007 | None | 0 | None |
2006 | None | 0 | None |
2005 | 0.82 | 4 | 08/02/2005 |
2004 | 1.39 | 76 | 10/10/2003 |
2003 | 3.32 | 787 | 09/04/2003 |
2002 | 0.75 | 4 | 09/11/2002 |
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 | |||||||
08/10/2022 | 18:14 | 08/10/2022 17:35 | 08/10/2022 22:15 | 4.7 | 1.82 | 204 | 2022 |
03/13/2020 | 01:25 | 03/13/2020 00:42 | 03/13/2020 07:10 | 6.5 | 1.56 | 104 | 2020 |
09/26/2019 | 07:06 | 09/26/2019 07:00 | 09/26/2019 09:45 | 2.8 | 1.23 | 51 | 2019 |
10/14/2018 | 02:23 | 10/14/2018 01:36 | 10/14/2018 06:00 | 4.4 | 1.15 | 40 | 2019 |
10/13/2018 | 11:08 | 10/13/2018 11:06 | 10/13/2018 18:00 | 6.9 | 2.37 | 328 | 2019 |
09/08/2014 | 03:35 | 09/08/2014 03:31 | 09/08/2014 09:12 | 5.7 | 4.37 | 1,682 | 2014 |
07/03/2014 | 22:11 | 07/03/2014 22:08 | 07/03/2014 23:18 | 1.2 | 1.10 | 32 | 2014 |
08/24/2013 | 05:31 | 08/24/2013 05:30 | 08/24/2013 06:17 | 0.8 | 1.27 | 57 | 2013 |
01/21/2010 | 20:35 | 01/21/2010 20:24 | 01/21/2010 22:14 | 1.8 | 2.30 | 303 | 2010 |
08/02/2005 | 22:35 | 08/02/2005 22:35 | single report | 0.0 | 0.82 | 4 | 2005 |
10/10/2003 | 06:05 | 10/10/2003 06:03 | 10/10/2003 07:46 | 1.7 | 1.39 | 76 | 2004 |
09/04/2003 | 19:43 | 09/04/2003 19:39 | 09/04/2003 20:46 | 1.1 | 3.32 | 787 | 2003 |
07/29/2003 | 22:52 | 07/29/2003 22:42 | 07/29/2003 23:44 | 1.0 | 1.95 | 193 | 2003 |
02/25/2003 | 19:49 | 02/25/2003 19:47 | 02/25/2003 20:05 | 0.3 | 0.92 | 12 | 2003 |
02/13/2003 | 23:07 | 02/13/2003 22:55 | 02/14/2003 00:52 | 3.0 | 3.30 | 740 | 2003 |
09/11/2002 | 02:23 | 09/11/2002 02:23 | 09/11/2002 03:52 | 1.5 | 0.75 | 4 | 2002 |
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 |
Crest Gage Number | Pin Elevation (Feet, Gage Height) |
Additional Information |
1 | 0.77 | Located on left bank near transducer |