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Page Last Updated: 23 October 2024 |
ID | Elevation of Instrument in Gage Height |
Elevation of Instrument in Datum |
Period |
49507 | 2.80 feet | 2,308.52 feet NAVD88 | 04/16/2020 -- Current |
7013 | 2.80 feet | 2,308.52 feet NAVD88 | 10/01/2019 -- 04/16/2020 |
7013 | 2.80 feet | 2,308.76 feet NAVD88 | 07/10/2002 -- 09/30/2019 |
7013 | 0.00 feet | 2,305.81 feet NAVD88 | 08/31/1999 -- 07/10/2002 |
7013 | 0.00 feet | 2,308.60 feet NAVD88 | 11/23/1994 -- 08/31/1999 |
STATUS | Active |
LOCATION | About a mile northwest of the Scenic Loop Road and US 93 intersection |
DRAINAGE AREA | 109 mi2 |
STREAM TYPE | Natural Stream |
JURISDICTION | Yavapai County, Arizona |
WATERSHED | Lower Hassayampa |
SECTION/TOWNSHIP/RANGE | S20 T8N R5W |
LATITUDE | N 34° 01' 41.8" | +34.02828 |
LONGITUDE | W 112° 47' 32.1" | -112.79224 |
ARIZONA STATE PLANE | E 435098 | N 1103100 |
USGS QUAD SHEET | Flores 7.5-Minute |
STREAMGAGE INSTALLATION DATE | 11/23/1994 - WY 1995 |
PERIOD OF AVAILABLE DATA RECORD | 11/23/1994 - Current |
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2024) | 29.86 Years | 10,905 Days |
GAPS (> 2 DAYS) IN RECORD | None |
STAGE GAGE TYPE | Pressure Transducer |
STAGE GAGE ELEVATION | 2.80 feet Gage Height |
STAFF GAGES | 0 |
CREST STAGE GAGES | 0 |
ZERO GAGE HEIGHT ELEVATION | 2,305.723 feet NAVD88 |
POINT OF ZERO FLOW | 2.4 feet Gage Height |
EXTREME FOR PERIOD OF RECORD | 10,562 cfs | 11.42 feet | 07/18/2015 |
Current Rating = #6 - Applied since 10/01/2019 | ||
Discharge (cfs) |
Elevation Feet Gage Height |
Elevation Feet NAVD88 |
0 | 0.00 | 2,305.72 |
200 | 3.84 | 2,309.56 |
500 | 4.61 | 2,310.33 |
800 | 5.13 | 2,310.85 |
1,000 | 5.43 | 2,311.15 |
2,000 | 6.37 | 2,312.09 |
3,000 | 6.89 | 2,312.61 |
5,000 | 7.54 | 2,313.26 |
10,000 | 9.04 | 2,314.76 |
20,000 | 11.69 | 2,317.41 |
30,000 | 13.71 | 2,319.43 |
Water Year |
Peak Gage Height (feet) |
Peak Discharge (cfs) |
Date of Peak |
2025 | |||
2024 | None | 0 | None |
2023 | 6.61 | 2,447 | 05/19/2023 |
2022 | 4.97 | 700 | 08/21/2022 |
2021 | 3.07 | 87 | 07/29/2021 |
2020 | 5.97 | 1,479 | 11/29/2019 |
2019 | 6.49 | 3,237 | 09/23/2019 |
2018 | 5.05 | 1,749 | 08/22/2018 |
2017 | 5.03 | 1,730 | 08/01/2017 |
2016 | 11.24 | 9,377 | 08/02/2016 |
2015 | 11.42 | 10,562 | 07/18/2015 |
2014 | 8.92 | 8,693 | 08/19/2014 |
2013 | 13.62 | 10,000 | 08/29/2013 |
2012 | 5.45 | 1,951 | 07/14/2012 |
2011 | None | 0 | None |
2010 | 3.65 | 238 | 01/21/2010 |
2009 | 3.52 | 121 | 09/05/2009 |
2008 | 6.68 | 3,621 | 08/25/2008 |
2007 | 5.15 | 1,522 | 07/25/2007 |
2006 | 13.10 | 7,550 | 09/09/2006 |
2005 | 4.53 | 1,389 | 01/04/2005 |
2004 | 3.00 | 116 | 08/16/2004 |
2003 | 4.25 | 1,127 | 02/14/2003 |
2002 | 4.55 | 1,415 | 09/07/2002 |
2001 | 6.30 | 2,650 | 10/27/2000 |
2000 | 8.32 | 6,610 | 08/29/2000 |
1999 | 5.70 | 8,550 | 07/25/1999 |
1998 | None | 0 | None |
1997 | 5.75 | 8,800 | 09/26/1997 |
1996 | 1.08 | 199 | 08/27/1996 |
1995 | 1.88 | 475 | 03/06/1995 |
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 | |||||||
05/19/2023 | 17:49 | 05/19/2023 12:00 | 05/19/2023 18:49 | 6.8 | 6.61 | 2,447 | 2023 |
01/17/2023 | 03:15 | 01/17/2023 00:00 | 01/17/2023 12:00 | 12.0 | 3.41 | 99 | 2023 |
01/01/2023 | 16:18 | 01/01/2023 12:00 | 01/01/2023 17:01 | 5.0 | 3.23 | 93 | 2023 |
09/02/2022 | 18:41 | 09/02/2022 18:37 | 09/02/2022 19:20 | 0.7 | 4.64 | 517 | 2022 |
08/21/2022 | 03:31 | 08/20/2022 20:13 | 08/21/2022 04:05 | 7.9 | 4.97 | 700 | 2022 |
07/29/2021 | 19:07 | 07/29/2021 19:04 | 07/29/2021 19:48 | 0.7 | 3.07 | 87 | 2021 |
07/16/2021 | 21:03 | 07/16/2021 21:03 | 07/16/2021 21:15 | 0.2 | 2.92 | 81 | 2021 |
03/19/2020 | 03:17 | 03/19/2020 02:54 | 03/19/2020 06:35 | 3.7 | 3.15 | 90 | 2020 |
03/14/2020 | 04:39 | 03/14/2020 04:26 | 03/14/2020 05:36 | 1.2 | 3.10 | 88 | 2020 |
03/13/2020 | 04:03 | 03/13/2020 01:47 | 03/13/2020 05:31 | 3.7 | 3.65 | 146 | 2020 |
11/29/2019 | 03:25 | 11/29/2019 02:11 | 11/29/2019 09:58 | 7.8 | 5.97 | 1,479 | 2020 |
09/26/2019 | 07:15 | 09/26/2019 07:01 | 09/26/2019 09:10 | 2.2 | 5.00 | 1,703 | 2019 |
09/25/2019 | 23:21 | 09/25/2019 22:37 | 09/26/2019 00:17 | 1.7 | 4.40 | 1,200 | 2019 |
09/23/2019 | 13:55 | 09/23/2019 11:33 | 09/23/2019 15:45 | 4.2 | 6.49 | 3,237 | 2019 |
10/14/2018 | 02:27 | 10/14/2018 01:29 | 10/14/2018 03:54 | 2.4 | 5.82 | 2,508 | 2019 |
08/22/2018 | 21:35 | 08/22/2018 21:23 | 08/22/2018 22:53 | 1.5 | 5.05 | 1,749 | 2018 |
08/17/2018 | 14:11 | 08/17/2018 13:59 | 08/17/2018 14:29 | 0.5 | 4.70 | 1,442 | 2018 |
08/14/2018 | 22:44 | 08/14/2018 22:33 | 08/14/2018 23:05 | 0.5 | 3.45 | 281 | 2018 |
07/12/2018 | 16:14 | 07/12/2018 16:09 | 07/12/2018 16:50 | 0.7 | 3.15 | 191 | 2018 |
08/01/2017 | 19:37 | 08/01/2017 19:07 | 08/01/2017 20:32 | 1.4 | 5.03 | 1,730 | 2017 |
07/18/2017 | 19:17 | 07/18/2017 19:15 | 07/18/2017 19:35 | 0.3 | 3.03 | 159 | 2017 |
02/28/2017 | 08:25 | 02/28/2017 03:30 | 02/28/2017 12:21 | 8.9 | 4.01 | 840 | 2017 |
01/21/2017 | 00:41 | 01/20/2017 23:41 | 01/21/2017 06:00 | 6.3 | 3.99 | 813 | 2017 |
08/20/2016 | 19:04 | 08/20/2016 18:54 | 08/20/2016 20:10 | 1.3 | 8.57 | 5,391 | 2016 |
08/02/2016 | 15:06 | 08/02/2016 14:37 | 08/02/2016 16:20 | 1.7 | 11.24 | 9,377 | 2016 |
10/20/2015 | 11:58 | 10/20/2015 10:28 | 10/20/2015 13:34 | 3.1 | 11.10 | 8,550 | 2016 |
07/19/2015 | 21:33 | 07/19/2015 21:13 | 07/19/2015 22:12 | 1.0 | 3.58 | 351 | 2015 |
07/18/2015 | 19:07 | 07/18/2015 18:23 | 07/18/2015 21:23 | 3.0 | 11.42 | 10,562 | 2015 |
07/17/2015 | 20:22 | 07/17/2015 19:59 | 07/17/2015 21:33 | 1.6 | 6.82 | 3,604 | 2015 |
06/29/2015 | 19:20 | 06/29/2015 19:20 | 06/29/2015 19:50 | 0.5 | 2.98 | 255 | 2015 |
09/08/2014 | 08:53 | 09/08/2014 08:46 | 09/08/2014 09:20 | 0.6 | 2.95 | 249 | 2014 |
08/25/2014 | 19:52 | 08/25/2014 19:41 | 08/25/2014 21:19 | 1.6 | 4.48 | 1,499 | 2014 |
08/19/2014 | 15:00 | 08/19/2014 14:40 | 08/19/2014 18:27 | 3.8 | 8.92 | 8,693 | 2014 |
07/25/2014 | 23:04 | 07/25/2014 23:04 | 07/25/2014 23:14 | 0.2 | 2.95 | 249 | 2014 |
09/10/2013 | 13:34 | 09/10/2013 10:57 | 09/10/2013 16:02 | 5.1 | 9.40 | 8,550 | 2013 |
09/09/2013 | 11:23 | 09/09/2013 11:12 | 09/09/2013 14:40 | 3.5 | 4.72 | 1,123 | 2013 |
09/01/2013 | 00:34 | 09/01/2013 00:28 | 09/01/2013 00:45 | 0.3 | 4.70 | 1,098 | 2013 |
08/29/2013 | 19:35 | 08/29/2013 19:00 | 08/29/2013 20:24 | 1.4 | 13.62 | 10,000 | 2013 |
08/26/2013 | 22:07 | 08/26/2013 21:29 | 08/26/2013 23:20 | 1.9 | 7.18 | 4,467 | 2013 |
08/24/2013 | 05:44 | 08/24/2013 05:22 | 08/24/2013 06:07 | 0.8 | 5.42 | 1,919 | 2013 |
08/18/2012 | 19:54 | 08/18/2012 19:41 | 08/18/2012 20:05 | 0.4 | 4.85 | 1,252 | 2012 |
07/14/2012 | 19:32 | 07/14/2012 18:12 | 07/14/2012 20:07 | 1.9 | 5.45 | 1.951 | 2012 |
01/21/2010 | 20:44 | 01/21/2010 19:44 | 01/21/2010 22:33 | 2.8 | 3.65 | 238 | 2010 |
09/05/2009 | 13:12 | 09/05/2009 13:11 | 09/05/2009 13:18 | 0.1 | 3.52 | 121 | 2009 |
08/25/2008 | 20:45 | 08/25/2008 19:58 | 08/25/2008 21:40 | 1.7 | 6.68 | 3,621 | 2008 |
09/22/2007 | 13:42 | 09/22/2007 12:59 | 09/22/2007 14:22 | 1.4 | 4.30 | 530 | 2007 |
07/25/2007 | 14:20 | 07/25/2007 13:53 | 07/25/2007 14:38 | 0.8 | 5.15 | 1,522 | 2007 |
09/09/2006 | 07:47 | 09/09/2006 07:16 | 09/09/2006 08:36 | 1.3 | 13.10 | 7,464 | 2006 |
08/12/2005 | 15:08 | 08/12/2005 14:58 | 08/12/2005 17:25 | 2.5 | 4.10 | 1,000 | 2005 |
08/11/2005 | 13:30 | 08/11/2005 13:30 | 08/11/2005 13:47 | 0.3 | 2.92 | 100 | 2005 |
07/23/2005 | 23:10 | 07/23/2005 21:21 | 07/24/2005 05:27 | 8.1 | 3.30 | 199 | 2005 |
02/12/2005 | 02:41 | 02/11/2005 22:20 | 02/12/2005 21:32 | 23.2 | 4.12 | 1,020 | 2005 |
01/04/2005 | 05:34 | 01/03/2005 21:41 | 01/04/2005 09:54 | 12.2 | 4.53 | 1,389 | 2005 |
12/29/2004 | 14:54 | 12/29/2004 13:31 | 12/29/2004 16:47 | 3.3 | 3.25 | 182 | 2005 |
11/22/2004 | 06:38 | 11/22/2004 06:33 | 11/22/2004 09:56 | 3.3 | 3.25 | 182 | 2005 |
08/16/2004 | 20:14 | 08/16/2004 20:13 | 08/16/2004 20:15 | 0.1 | 3.00 | 116 | 2004 |
08/14/2003 | 22:41 | 08/14/2003 22:27 | 08/14/2003 23:26 | 1.0 | 4.10 | 1,000 | 2003 |
02/13/2003 | 19:52 | 02/13/2003 19:37 | 02/13/2003 21:18 | 1.7 | 4.25 | 1,127 | 2003 |
09/07/2002 | 20:42 | 09/07/2002 20:25 | 09/07/2002 21:36 | 1.2 | 4.55 | 1,415 | 2002 |
09/07/2002 | 12:20 | 09/07/2002 12:10 | 09/07/2002 12:45 | 0.6 | 3.75 | 474 | 2003 |
07/13/2002 | 18:13 | 07/13/2002 18:11 | 07/13/2002 19:48 | 1.6 | 3.60 | 300 | 2002 |
08/09/2001 | 19:01 | 08/09/2001 18:59 | 08/10/2001 03:44 | 8.8 | 2.05 | 386 | 2001 |
10/30/2000 | 16:08 | 10/30/2000 15:31 | 10/30/2000 20:35 | 5.1 | 2.72 | 597 | 2001 |
10/27/2000 | 13:58 | 10/27/2000 11:59 | 10/27/2000 19:59 | 8.0 | 6.30 | 2,650 | 2001 |
10/21/2000 | 21:46 | 10/21/2000 19:55 | 10/22/2000 07:15 | 11.3 | 4.00 | 890 | 2001 |
08/29/2000 | 11:14 | 08/29/2000 08:44 | 08/29/2000 18:10 | 9.4 | 8.32 | 6,610 | 2000 |
08/27/2000 | 07:49 | 08/27/2000 07:45 | 08/27/2000 12:45 | 5.0 | 2.58 | 547 | 2000 |
08/12/2000 | 18:16 | 08/12/2000 18:04 | 08/13/2000 01:06 | 7.0 | 1.95 | 358 | 2000 |
08/01/2000 | 23:56 | 08/01/2000 23:47 | 08/02/2000 05:11 | 5.4 | 2.80 | 622 | 2000 |
06/23/2000 | 06:34 | 06/23/2000 05:40 | 06/23/2000 09:17 | 3.6 | 0.80 | 92 | 2000 |
06/20/2000 | 17:58 | 06/20/2000 15:52 | 06/21/2000 08:16 | 16.4 | 3.70 | 734 | 2000 |
07/25/1999 | 20:31 | 07/25/1999 20:14 | 07/25/1999 21:41 | 1.5 | 5.70 | 8,569 | 1999 |
09/26/1997 | 03:54 | 09/25/1997 20:45 | 09/26/1997 07:57 | 11.2 | 5.75 | 8,797 | 1997 |
01/26/1997 | 21:07 | 01/26/1997 20:47 | 01/27/1997 00:27 | 3.7 | 1.35 | 284 | 1997 |
09/10/1996 | 21:37 | 09/10/1996 20:06 | 09/10/1996 22:33 | 2.5 | 0.85 | 138 | 1996 |
09/09/1996 | 22:18 | 09/09/1996 22:16 | 09/09/1996 23:51 | 1.6 | 0.70 | 102 | 1996 |
09/05/1996 | 08:10 | 09/05/1996 08:10 | 09/05/1996 09:03 | 0.9 | 1.05 | 192 | 1996 |
08/27/1996 | 16:48 | 08/27/1996 16:44 | 08/27/1996 18:14 | 1.5 | 1.08 | 199 | 1996 |
03/06/1995 | 08:59 | 03/06/1995 03:35 | 03/06/1995 13:21 | 9.8 | 1.88 | 475 | 1995 |
02/15/1995 | 10:34 | 02/15/1995 09:40 | 02/12/1995 13:30 | 3.8 | 1.05 | 192 | 1995 |
01/26/1995 | 14:50 | 01/26/1995 14:23 | 01/26/1995 21:26 | 7.1 | 0.95 | 164 | 1995 |
01/05/1995 | 04:22 | 01/05/1995 04:20 | 01/05/1995 14:23 | 10.1 | 0.98 | 171 | 1995 |
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 |
----- | ----- | 9,220 | ----- | 27,400 | 32,000 | ----- | 45,500 |