Waterman Wash at Rainbow Valley Road - ID # 6833

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Page Last Updated: 18 December 2018


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ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Flow Frequency | Staff Gages | Crest Gages | Site Precip Data

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
6833 0.48 feet 1,010.33 feet NAVD 1988 06/01/2012 -- Current
6833 1.00 feet 1,011.26 feet NAVD 1988 06/01/2012 -- Current
6833 1.25 feet 1,011.51 feet NAVD 1988 06/27/2007 -- 06/01/2012
6833 1.16 feet 1,011.42 feet NAVD 1988 04/11/2005 -- 06/27/2007
6833 1.05 feet 1,011.31 feet NAVD 1988 04/13/2000 -- 04/11/2005
6833 SONAR Not Available 03/18/1999 -- 04/13/2000

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SITE DATA

STATUS Active
LOCATION At Rainbow Valley Road and Queen Creek Road
DRAINAGE AREA 362 mi2
STREAM TYPE Natural Stream
JURISDICTION Goodyear, Arizona
WATERSHED Waterman
SECTION/TOWNSHIP/RANGE S10 T2S R2W
LATITUDE N 33° 15' 42.2"  |  +33.26173
LONGITUDE W 112° 26' 38.5"  |  -112.44404
ARIZONA STATE PLANE E 538802  | N 823165
USGS QUAD SHEET Avondale SW 7.5-Minute
STREAMGAGE INSTALLATION DATE 03/18/1999 - WY 1999
PERIOD OF AVAILABLE DATA RECORD 03/18/1999 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 19.54 Years | 7,137 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 1.00 feet Gage Height
STAFF GAGES 1
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 1,009.854 feet NAVD 1988
POINT OF ZERO FLOW 0.0 feet Gage Height
EXTREME FOR PERIOD OF RECORD 5,713 cfs | 10.82 feet | 07/30/2016

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BRIEF RATING

Current Rating = #4 - Applied since 10/01/2015
Elevation
feet
Gage Height
Elevation
feet
NAVD88
Discharge
(cfs)
0.00 1,009.85 0
2.15 1,012.00 100
3.41 1,013.26 300
5.50 1,015.35 900
6.86 1,016.71 1,500
7.78 1,018.09 2,000
8.30 1,018.61 2,500
8.76 2,260.27 3,000
9.67 1,019.52 4,000
10.97 1,020.82 6,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 1.55 250 08/13/2018
2017 4.58 594 08/11/2017
2016 10.82 5,713 07/30/2016
2015 8.84 3,100 09/14/2015
2014 8.98 3,329 09/08/2014
2013 2.50 144 09/09/2013
2012 9.62 2,937 08/22/2012
2011 3.11 242 07/25/2011
2010 7.50 1,590 01/22/2010
2009 5.10 759 08/22/2009
2008 7.47 1,752 08/29/2008
2007 2.28 117 07/31/2007
2006 7.34 1,683 08/11/2006
2005 2.67 172 02/24/2005
2004 None 0 None
2003 4.20 484 02/14/2003
2002 2.42 133 09/08/2002
2001 8.52 1,760 10/21/2000
2000 2.94 94 02/10/2000
1999 (parital) 7.69 1,320 08/31/1999

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RUNOFF EVENT HISTORY

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
               
09/03/2018 03:25 09/03/2018 03:01 09/03/2018 05:33 2.5 1.25 158 2018
08/13/2018 11:20 08/13/2018 09:51 08/13/2018 15:25 5.6 1.55 250 2018
08/03/2018 01:36 08/03/2018 01:26 08/03/2018 03:16 1.8 1.18 150 2018
07/14/2018 22:15 07/14/2018 22:00 07/14/2018 23:14 1.2 1.20 153 2018
08/12/2017 10:04 08/12/2017 07:51 08/12/2017 18:56 11.1 4.19 482 2017
08/11/2017 03:39 08/11/2017 00:36 08/11/2017 18:00 17.4 4.58 594 2017
01/21/2017 04:59 01/21/2017 04:36 01/21/2017 12:00 7.4 2.22 102 2017
12/22/2016 16:34 12/22/2016 16:10 12/22/2016 18:30 2.3 1.94 72 2017
08/11/2016 03:01 08/11/2016 01:37 08/11/2016 05:20 3.7 2.29 116 2016
07/30/2016 04:08 07/29/2016 22:59 07/31/2016 04:12 29.2 10.82 5,713 2016
09/14/2015 06:04 09/14/2015 03:39 09/14/2015 07:50 4.2 8.84 3,100 2015
05/04/2015 21:36 05/04/2015 21:16 05/04/2015 23:53 2.6 1.90 220 2015
09/27/2014 23:51 09/27/2014 20:36 09/28/2014 02:56 6.3 4.20 864 2014
09/08/2014 09:06 09/08/2014 04:19 09/08/2014 18:43 14.4 8.98 3,329 2014
09/07/2014 11:03 09/07/2014 10:25 09/07/2014 12:24 2.0 1.65 139 2014
12/20/2013 21:28 12/20/2013 21:13 12/20/2013 23:26 2.2 1.75 27 2014
11/23/2013 11:36 11/23/2013 10:35 11/23/2013 16:33 6.0 1.70 18 2014
11/22/2013 15:48 11/22/2013 15:23 11/22/2013 23:36 8.2 2.15 100 2014
09/09/2013 21:58 09/09/2013 21:43 09/10/2013 03:06 5.4 2.50 144 2013
09/07/2012 18:16 09/07/2012 15:02 09/08/2012 02:19 11.3 5.80 1,015 2012
08/22/2012 22:58 08/22/2012 19:24 08/23/2012 03:28 8.1 3.15 249 2012
08/22/2012 03:21 08/21/2012 23:12 08/22/2012 14:39 15.5 9.62 2,937 2012
08/17/2012 09:15 08/17/2012 06:16 08/17/2012 21:13 15.0 6.62 1,354 2012
07/29/2012 21:35 07/29/2012 18:07 07/30/2012 09:33 15.4 5.12 768 2012
07/14/2012 22:27 07/14/2012 18:39 07/15/2012 10:43 16.1 3.82 392 2012
07/04/2012 15:22 07/04/2012 12:32 07/05/2012 04:26 15.9 5.22 802 2012
09/12/2011 00:45 09/11/2011 23:41 09/12/2011 03:24 3.7 1.86 63 2011
07/25/2011 04:01 07/25/2011 02:59 07/25/2011 10:23 7.4 3.11 242 2011
07/10/2011 19:04 07/10/2011 18:17 07/10/2011 20:35 2.3 1.68 16 2011
08/27/2010 14:27 08/27/2010 13:26 08/27/2010 19:07 5.7 2.78 187 2010
02/28/2010 09:40 02/28/2010 08:25 02/28/2010 13:45 5.3 1.75 41 2010
01/22/2010 02:16 01/21/2010 22:37 01/23/2010 04:36 30.0 7.50 1,590 2010
01/20/2010 03:51 01/20/2010 02:07 01/20/2010 22:41 20.6 3.42 302 2010
08/22/2009 04:26 08/22/2009 01:38 08/22/2009 22:27 20.8 5.10 759 2009
07/04/2009 00:23 07/03/2009 21:34 07/04/2009 07:56 10.4 3.40 298 2009
08/29/2008 01:18 08/28/2008 23:54 08/29/2008 13:18 13.4 7.47 1,752 2008
08/26/2008 02:27 08/25/2008 21:49 08/26/2008 05:31 7.7 1.85 96 2008
08/08/2008 01:34 08/07/2008 20:44 08/08/2008 07:22 10.6 3.62 347 2008
05/23/2008 09:37 05/23/2008 07:50 05/23/2008 14:57 7.1 1.83 95 2008
11/30/2007 19:26 11/30/2007 18:34 11/30/2007 19:45 1.2 1.55 89 2008
08/17/2007 02:41 08/17/2007 02:36 08/17/2007 04:39 2.1 1.45 85 2007
07/31/2007 00:36 07/30/2007 22:06 07/31/2007 05:05 7.0 2.28 117 2007
07/25/2007 23:22 07/25/2007 22:52 07/26/2007 03:40 4.8 2.05 99 2007
09/03/2006 02:11 09/03/2006 01:36 09/03/2006 23:36 22.0 3.51 321 2006
08/24/2006 20:38 08/24/2006 19:26 08/25/2006 01:19 5.9 1.71 94 2006
08/12/2006 03:30 08/12/2006 00:41 08/13/2006 05:09 28.5 3.28 276 2006
08/11/2006 00:35 08/10/2006 20:27 08/12/2006 00:39 28.2 7.34 1,683 2006
07/26/2006 03:27 07/26/2006 01:22 07/26/2006 18:27 17.1 4.51 573 2006
08/09/2005 21:09 08/09/2005 21:03 08/10/2005 01:33 4.5 2.09 99 2005
08/02/2005 22:32 08/02/2005 22:32 single report 0.0 1.46 88 2005
07/23/2005 23:38 07/23/2005 23:35 07/24/2005 06:48 7.2 1.53 90 2005
07/23/2005 02:32 07/23/2005 02:27 07/23/2005 12:28 10.0 1.51 90 2005
02/24/2005 04:45 02/24/2005 04:18 02/24/2005 21:37 17.3 2.67 172 2005
02/19/2005 19:33 02/19/2005 16:04 02/19/2005 22:33 6.5 1.27 80 2005
02/26/2003 13:27 02/26/2003 12:52 02/26/2003 20:37 7.8 1.72 74 2003
02/14/2003 02:18 02/13/2003 22:34 02/15/2003 00:34 26.0 4.20 484 2003
01/08/2003 15:13 01/08/2003 15:13 single report 0.0 1.15 42 2003
11/29/2002 19:58 11/29/2002 19:57 11/29/2002 20:32 0.6 1.40 56 2003
10/27/2002 01:32 10/27/2002 01:32 10/27/2002 01:47 0.3 1.45 58 2003
09/08/2002 06:37 09/07/2002 19:36 09/08/2002 19:53 24.3 2.422 133 2002
07/30/2001 06:46 07/30/2001 05:59 07/30/2001 13:27 7.5 2.10 97 2001
07/06/2001 13:17 07/06/2001 09:39 07/06/2001 18:05 8.4 2.30 118 2001
11/06/2000 15:19 11/06/2000 14:08 11/07/2000 23:39 33.5 3.88 257 2001
10/27/2000 18:28 10/27/2000 14:26 10/29/2000 05:38 39.2 3.08 130 2001
10/24/2000 04:27 10/24/2000 03:05 10/26/2000 11:37 56.5 3.30 162 2001
10/21/2000 19:06 10/21/2000 16:26 10/22/2000 03:31 11.1 8.52 1,760 2001
02/10/2000 08:36 02/10/2000 08:06 02/10/2000 14:35 6.5 2.94 94 2000
08/31/1999 15:13 08/31/1999 11:08 09/01/1999 12:03 24.9 7.69 1,320 1999
07/28/1999 22:19 07/28/1999 08:54 07/30/1999 16:38 55.7 4.46 349 1999
07/15/1999 08:18 07/15/1999 05:48 07/16/1999 11:28 29.7 3.40 167 1999
07/14/1999 20:38 07/13/1999 21:04 07/15/1999 05:28 32.4 4.01 270 1999
07/08/1999 10:03 07/08/1999 05:43 07/09/1999 09:08 27.4 3.80 235 1999

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on HECWRC implementation of Bulletin 17B, n=20
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
***NOTE: Flood Flow Frequency data are for information only and should not be considered valid for regulation***
2-year 5-year 10-year 20-year 50-year 100-year
650 1,990 3,520 5,590 9,340 13,100

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 10 On pier opposite transducer gage

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 1.47 Located near the level sensor

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