Centennial Wash near Aguila - ID # 5178

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Page Last Updated: 25 June 2019


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ID History | Site Data | Travel Times | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency | Crest Gage | Site Precip Data

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GAGE ID HISTORY

ID Elevation of
Instrument
in Gage Height
Elevation of
Instrument
in Datum
Period
       
5178 0.00 feet 2,272.84 feet NAVD 1988 06/05/2001 -- Current

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SITE DATA

STATUS Active
LOCATION Along the Arizona and California Railroad east of SR 71
DRAINAGE AREA 93.4 mi2 (from USGS Streamstats)
STREAM TYPE Levee on natural drainage
JURISDICTION Maricopa County, Arizona
WATERSHED Upper Centennial
SECTION/TOWNSHIP/RANGE S11 T7N R8W
LATITUDE N 33° 58' 00.3"  |  +33.96675
LONGITUDE W 113° 04' 07.9"  |  -113.06887
ARIZONA STATE PLANE E 350652  | N 1081250
USGS QUAD SHEET Forepaugh Peak 7.5-Minute
STREAMGAGE INSTALLATION DATE 06/05/2001 - WY 2001
PERIOD OF AVAILABLE DATA RECORD 06/05/2001 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 17.32 Years | 6,327 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.00 feet Gage Height
STAFF GAGES 0
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 2,272.84 feet NAVD 1988
POINT OF ZERO FLOW -0.5 feet Gage Height
EXTREME FOR PERIOD OF RECORD 606 cfs | 3.37 feet | 01/21/2010

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TRAVEL TIMES

  To Aguila
about 4
miles
downstream
To Wenden
about 30
miles
downstream
Discharge Gage
Height
Time
(hours)
Time
(hours)
500 3.17 3.1 14.2
2,000 5.16 1.7 10.0
4,000 6.82 1.3 8.8

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BRIEF RATING

Current Rating = #1 - Applied since 06/05/2001
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.00 0 3.98 1,000
1.55 100 4.62 1,500
2.37 200 5.16 2,000
3.17 500 5.63 2,500
3.53 700 6.06 3,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 0.80 39 08/22/2018
2017 0.66 29 07/18/2017
2016 0.58 24 08/23/2016
2015 None 0 None
2014 1.00 53 07/04/2014
2013 1.51 96 09/10/2013
2012 1.86 135 07/14/2012
2011 0.21 6 12/22/2010
2010 3.37 606 01/21/2010
2009 3.28 556 08/22/2009
2008 2.33 195 08/26/2008
2007 0.28 9 02/19/2007
2006 0.60 26 07/25/2006
2005 2.05 158 11/22/2004
2004 None 0 None
2003 0.12 3 08/27/2003
2002 None 0 None
2001 None 0 None

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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
               
01/15/2019 13:42 01/15/2019 12:52 01/16/2019 10:44 21.9 0.53 22 2019
10/14/2018 17:42 10/14/2018 17:33 10/15/2018 00:00 6.5 0.60 26 2019
10/13/2018 09:01 10/13/2018 08:50 10/13/2018 18:00 9.2 0.65 29 2019
10/07/2018 01:24 10/07/2018 00:53 10/07/2018 12:00 11.1 0.60 26 2019
08/22/2018 20:33 08/22/2018 20:21 08/23/2018 16:31 20.2 0.80 39 2018
07/28/2018 21:10 07/28/2018 20:48 07/29/2018 10:43 13.9 0.63 28 2018
07/18/2017 19:31 07/18/2017 19:21 07/19/2017 00:00 4.7 0.66 29 2017
02/28/2017 06:00 02/27/2017 23:52 02/28/2017 23:54 24.0 0.48 19 2017
01/20/2017 23:30 01/20/2017 22:49 01/21/2017 01:56 3.1 0.53 22 2017
08/23/2016 02:27 08/23/2016 01:53 08/23/2016 18:00 16.1 0.58 24 2016
08/22/2016 15:30 08/22/2016 15:11 08/22/2016 20:19 5.1 0.50 20 2016
07/04/2014 04:10 07/03/2014 23:04 07/04/2014 11:13 12.2 1.00 53 2014
09/10/2013 16:36 09/10/2013 14:41 09/11/2013 01:00 10.3 1.51 96 2013
08/27/2013 00:34 08/26/2013 21:17 08/27/2013 09:19 12.0 0.90 46 2013
08/24/2013 11:37 08/24/2013 05:59 08/25/2013 05:03 23.1 1.39 86 2013
07/14/2012 23:44 07/14/2012 21:02 07/15/2012 15:15 18.2 1.86 135 2012
12/22/2010 23:20 12/22/2010 21:43 12/23/2010 10:24 12.7 0.21 6 2011
01/21/2010 22:57 01/21/2010 04:21 01/23/2010 06:07 49.8 3.37 606 2010
08/22/2009 17:19 08/22/2009 10:07 08/23/2009 10:59 24.9 3.28 556 2009
12/18/2008 00:05 12/17/2008 23:07 12/18/2008 08:58 9.9 0.13 3 2009
11/27/2008 03:38 11/27/2008 00:30 11/28/2008 10:03 33.6 0.43 16 2009
08/26/2008 00:01 08/25/2008 20:10 08/26/2008 22:01 25.9 2.33 195 2008
07/10/2008 18:14 07/10/2008 17:40 07/11/2008 15:02 21.4 0.51 20 2008
07/04/2008 21:03 07/04/2008 20:47 07/05/2008 10:15 13.5 0.58 24 2008
02/19/2007 17:00 02/19/2007 15:50 02/20/2007 10:54 19.1 0.28 9 2007
07/25/2006 20:51 07/25/2006 20:44 07/26/2006 15:41 19.0 0.60 26 2006
10/18/2005 10:27 10/18/2005 01:07 10/19/2005 15:59 38.9 0.57 24 2006
08/12/2005 16:00 08/12/2005 14:50 08/12/2005 22:00 7.2 0.22 6 2005
02/12/2005 05:59 02/12/2005 04:10 02/12/2005 14:39 10.5 0.32 11 2005
01/04/2005 19:25 01/04/2005 00:28 01/07/2005 02:38 74.2 2.00 152 2005
12/29/2004 09:32 12/29/2004 08:59 12/30/2004 14:38 29.7 0.68 30 2005
11/22/2004 13:07 11/21/2004 19:25 11/23/2004 14:36 43.2 2.05 158 2005
11/07/2004 23:26 11/07/2004 22:11 11/08/2004 14:35 16.4 0.43 16 2005
10/21/2004 19:33 10/21/2004 14:33 10/22/2004 08:33 18.0 1.45 91 2005
08/27/2003 15:58 08/27/2003 15:48 08/27/2003 15:58 0.2 0.12 3 2003

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Based on FEMA Flood Insurance Study
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
Identified as Aguila Farm Channel at Eagle Eye Road, 6.4 miles downstream
10-year 50-year 100-year
3,620 12,700 16,900
Flood Flow Frequency
Implementation of HECWRC Bulletin 17B, N=18
Magnitude and Probability of Instantaneous Peak Flow  |  Discharge, in cfs, for indicated Recurrence Interval
2-year 5-year 10-year 20-year 50-year 100-year
28 140 312 591 1,190 1,860

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 0.17 Located on left bank near transducer

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