New River at Bell Road - ID # 5598

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Page Last Updated: 12 December 2018


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ID History | Site Data | Brief Rating | Water Year Peaks | Runoff History | Flood Frequency | 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
       
5598 0.30 feet 1,192.42 feet NAVD 1988 10/01/2017 -- Current
5598 0.10 feet 1,192.12 feet NAVD 1988 05/12/1994 -- 09/30/2017
5598 1.67 feet 1.67 feet Gage height 07/22/1992 -- 05/12/1994
1533 1.67 feet 1.67 feet Gage height 04/04/1990 -- 07/22/1992

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SITE DATA

STATUS Active
LOCATION On Bell Road west of Loop 101
DRAINAGE AREA 185 mi2
STREAM TYPE Channelized Natural Stream
JURISDICTION Peoria, Arizona
WATERSHED Lower New River
SECTION/TOWNSHIP/RANGE S03 T3N R1E
LATITUDE N 33° 38' 16.6"  |  +33.63795
LONGITUDE W 112° 14' 22.5"  |  -112.23959
ARIZONA STATE PLANE E 601728  | N 959805
USGS QUAD SHEET Hedgpeth Hills 7.5-Minute
STREAMGAGE INSTALLATION DATE 04/04/1990 - WY 1990
PERIOD OF AVAILABLE DATA RECORD 04/04/1990 - Current
LENGTH OF AVAILABLE DATA RECORD (AS OF 10/01/2018) 28.49 Years | 10,407 Days
GAPS (> 2 DAYS) IN RECORD None
STAGE GAGE TYPE Pressure Transducer
STAGE GAGE ELEVATION 0.30 feet Gage Height
STAFF GAGES 2
CREST STAGE GAGES 1
ZERO GAGE HEIGHT ELEVATION 1,192.113 feet NAVD 1988
POINT OF ZERO FLOW -0.1 feet Gage Height
EXTREME FOR PERIOD OF RECORD 4,005 cfs | 5.77 feet | 09/03/1990
EXTREME OUTSIDE PERIOD OF RECORD 14,600 cfs | 12/19/1967

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BRIEF RATING

Current Rating = #2 - Applied since 05/11/1994
Gage
Height
(feet)
Discharge
(cfs)
Gage
Height
(feet)
Discharge
(cfs)
0.0 0 4.0 4,510
0.5 105 6.0 8,895
1.0 396 8.0 14,860
1.5 816 10.0 22,275
2.0 1,370 11.8 30,000

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WATER YEAR PEAKS

Water
Year
Peak
Gage Height
(feet)
Peak
Discharge
(cfs)
Date of
Peak
2020      
2019      
2018 None 0 None
2017 1.72 1,043 02/28/2017
2016 0.70 201 01/08/2016
2015 None 0 None
2014 2.08 1,459 09/08/2014
2013 None 0 None
2012 0.65 175 08/22/2012
2011 None 0 None
2010 2.22 1,644 01/22/2010
2009 0.22 26 12/21/2008
2008 1.88 1,220 01/28/2008
2007 0.30 33 01/19/2007
2006 0.50 105 09/09/2006
2005 2.05 1,430 02/12/2005
2004 0.38 56 09/20/2004
2003 0.73 224 02/28/2003
2002 0.22 26 09/07/2002
2001 1.05 430 10/28/2000
2000 0.20 0 09/13/2000
1999 0.60 155 07/15/1999
1998 1.10 465 03/29/1998
1997 None 0 None
1996 0.40 64 09/06/1996
1995 2.08 1,464 01/05/1995
1994 1.67 0 04/15/1994
1993 4.97 2,336 01/08/1993
1992 4.07 1,011 03/10/1992
1991 5.27 2,916 03/01/1991
1990 5.77 4,005 09/03/1990

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RUNOFF EVENT HISTORY (RUNOFF ≥100 CFS)

< td>1993
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
               
02/28/2017 18:00 02/28/2017 15:06 03/02/2017 23:09 56.1 1.72 1,043 2017
02/20/2017 09:09 02/20/2017 02:32 02/20/2017 23:34 21.0 0.47 91 2017
01/22/2017 00:00 01/21/2017 16:39 01/22/2017 19:55 27.3 0.70 201 2017
01/08/2016 12:00 01/08/2016 00:17 01/09/2016 03:02 26.8 0.70 201 2016
09/08/2014 06:19 09/08/2014 04:34 09/09/2014 03:50 23.3 2.08 1,459 2014
08/19/2014 20:02 08/19/2014 17:17 08/22/2014 20:39 75.4 1.78 1,104 2014
08/22/2012 01:49 08/22/2012 01:29 08/22/2012 02:52 1.4 0.65 175 2012
03/08/2010 18:42 03/08/2010 11:35 03/09/2010 16:20 28.8 0.55 126 2010
01/22/2010 08:20 01/21/2010 20:17 01/27/2010 09:20 133 2.22 1,644 2010
01/28/2008 07:57 01/27/2008 23:38 01/31/2008 06:30 78.9 1.88 1,220 2008
01/08/2008 08:15 01/08/2008 02:52 01/09/2008 03:46 24.9 0.52 117 2008
12/08/2007 16:32 12/08/2007 07:31 12/10/2007 07:50 48.3 0.88 315 2008
12/01/2007 23:03 12/01/2007 16:27 12/04/2007 07:37 63.2 1.70 1,022 2008
09/09/2006 22:09 09/09/2006 20:16 09/11/2006 03:24 31.1 0.50 105 2006
08/12/2005 11:17 08/12/2005 03:03 08/14/2005 17:17 62.2 0.77 253 2005
08/10/2005 17:17 08/10/2005 17:17 08/11/2005 09:03 15.8 0.55 129 2005
08/02/2005 22:04 08/01/2005 18:33 08/03/2005 23:19 52.8 0.75 238 2005
02/20/2005 01:31 02/18/2005 15:46 03/01/2005 14:56 263 1.30 629 2005
02/12/2005 01:31 02/12/2005 02:26 02/17/2005 18:00 136 2.05 1,430 2005
01/28/2005 11:59 01/28/2005 02:44 01/30/2005 05:24 50.7 0.52 117 2005
01/05/2005 10:55 01/04/2005 00:00 01/10/2005 12:00 156 1.50 816 2005
12/30/2004 12:00 12/30/2004 07:20 01/01/2005 12:00 52.7 0.93 347 2005
02/28/2003 08:47 02/26/2003 01:13 03/04/2003 08:52 152 0.73 224 2003
03/08/2001 21:15 03/08/2001 11:28 03/10/2001 05:32 42.1 0.55 129 2001
03/07/2001 13:55 03/07/2001 10:33 03/07/2001 21:15 10.7 0.60 155 2001
10/31/2000 17:15 10/30/2000 10:30 11/02/2000 07:51 69.4 0.95 363 2001
10/27/2000 22:47 10/27/2000 16:13 10/30/2000 09:17 65.1 1.05 430 2001
10/24/2000 20:16 10/24/2000 11:00 10/27/2000 10:18 71.3 1.00 396 2001
10/22/2000 20:42 10/22/2000 03:25 10/24/2000 08:58 53.6 0.95 363 2001
07/15/1999 22:48 07/15/1999 21:00 07/17/1999 10:57 38.0 0.60 155 1999
07/06/1998 22:48 07/06/1998 22:34 07/07/1998 01:30 2.9 0.52 117 1998
03/29/1998 10:02 03/29/1998 22:03 04/04/1998 01:51 172 1.10 465 1998
02/25/1998 16:37 02/25/1998 05:34 02/28/1998 21:18 87.7 0.75 238 1998
02/18/1998 05:21 02/17/1998 14:48 02/23/1998 07:35 137 0.80 268 1998
02/15/1998 21:42 02/15/1998 03:10 02/17/1998 08:59 53.8 0.82 283 1998
02/10/1998 10:58 02/10/1998 06:27 02/13/1998 01:13 66.8 0.68 195 1998
03/12/1995 17:34 03/12/1995 09:19 03/15/1995 15:59 78.7 1.12 482 1995
03/06/1995 21:20 03/06/1995 19:34 03/09/1995 13:23 65.8 1.00 396 1995
02/15/1995 11:41 02/15/1995 09:51 02/20/1995 01:13 111 2.00 1,369 1995
01/26/1995 18:56 01/26/1995 16:12 01/31/1995 10:11 114 1.70 1,022 1995
01/05/1995 23:21 01/05/1995 12:33 01/10/1995 00:15 108 2.08 1,461 1995
02/20/1993 17:41 02/20/1993 10:27 02/23/1993 12:55 74.5 3.07 199 1993
02/12/1993 12:40 02/12/1993 12:40 02/13/1993 14:11 23.5 2.87 116 1993
01/18/1993 11:18 01/17/1993 10:32 01/24/1993 13:48 171 4.77 1,996 1993
01/15/1993 11:05 01/14/1993 20:38 01/17/1993 02:17 53.7 4.47 1,527 1993
01/08/1993 03:42 01/06/1993 16:38 01/14/1993 16:31 192 4.97 2,336 1993
12/29/1992 10:33 12/29/1992 08:29 01/05/1992 07:37 167 3.87 796 1993
12/08/1992 13:10 12/08/1992 11:06 12/09/1992 09:48 22.7 2.87 116
09/04/1992 04:22 09/04/1992 03:13 09/04/1992 05:06 1.9 3.77 703 1992
08/24/1992 11:35 08/23/1992 11:28 08/27/1992 04:33 89.1 3.47 444 1992
08/23/1992 00:07 08/22/1992 23:09 08/23/1992 05:05 5.9 3.17 256 1992
04/03/1992 01:49 04/02/1992 15:59 04/08/1992 23:49 70.3 3.77 703 1992
03/30/1992 21:39 03/30/1992 17:28 04/02/1992 15:48 70.3 3.07 199 1992
03/10/1992 07:45 03/09/1992 22:17 03/17/1992 09:22 179 4.07 1,011 1992
02/14/1992 01:59 02/12/1992 05:12 02/23/1992 09:48 269 4.07 1,011 1992
01/07/1992 06:16 01/06/1992 16:26 01/13/1992 10:10 162 3.97 898 1992
12/20/1991 01:45 12/19/1991 15:41 12/23/1991 16:39 97.0 3.57 522 1992
12/11/1991 23:59 12/11/1991 05:54 12/14/1991 15:17 81.4 3.57 522 1992
03/28/1991 03:16 03/27/1991 08:31 04/03/1991 09:05 169 3.37 376 1991
03/01/1991 21:53 03/01/1991 13:12 03/09/1991 06:08 185 5.27 2,916 1991
09/03/1990 19:58 09/03/1990 17:40 09/09/1990 12:45 139 5.77 4,005 1990
08/11/1990 21:42 08/11/1990 21:31 08/12/1990 07:43 10.2 3.67 611 1990

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FLOOD FLOW FREQUENCY

Flood Flow Frequency
Analysis from Bulletin 17B, n=29
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 25-year 50-year 100-year
136 1,100 2,960 6,340 14,200 23,500

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STAFF GAGES

Staff Gage Range Staff Gage Information
0 - 10 Near level sensor, reads in gage height
1 - 10 Painted on pier 3, add 0.15 to get gage height

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CREST STAGE GAGES

Crest Gage Number Pin Elevation
(Feet, Gage Height)
Additional Information
1 0.29 Located near the level sensor

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