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Beaver Creeknear Grimes, IA (Gauge GRMI4)
Observation History | Stage Impacts/Record Events
Stages:
Normal
Action
Flood
Moderate Flood
Major Flood
River Stage Data for Gauge GRMI4
Normal Stage: 4.05 ft
Flow: 223 kcfs*
(impacts and historical events)
Action Stages:
11': Action
12': Flood
14': Moderate Flood
16': Major Flood
Gauge GRMI4 History chart | graph
Stage Date CST Stage ft Flow kcfs
CURRENT 01/09/2009 09:15 pm 4.05 0.037
  01/09/2009 09:00 pm 4.03 0.035
  01/09/2009 08:45 pm 4.00 0.033
  01/09/2009 08:30 pm 3.97 0.028
  01/09/2009 08:15 pm 3.97 0.028
  01/09/2009 08:00 pm 3.96 0.027
  01/09/2009 07:45 pm 3.95 0.026
  01/09/2009 07:30 pm 3.94 0.025
  01/09/2009 07:15 pm 3.93 0.023
  01/09/2009 07:00 pm 3.91 0.021
  01/09/2009 06:45 pm 3.91 0.021
  01/09/2009 06:30 pm 3.91 0.021
  01/09/2009 06:15 pm 3.90 0.020
  01/09/2009 06:00 pm 3.90 0.020
  01/09/2009 05:45 pm 3.90 0.020
  01/09/2009 05:30 pm 3.90 0.020
  01/09/2009 05:15 pm 3.90 0.020
  01/09/2009 05:00 pm 3.91 0.021
  01/09/2009 04:45 pm 3.91 0.021
  01/09/2009 04:30 pm 3.91 0.021
  01/09/2009 04:15 pm 3.91 0.021
  01/09/2009 04:00 pm 3.90 0.020
  01/09/2009 03:45 pm 3.91 0.021
  01/09/2009 03:30 pm 3.91 0.021
  01/09/2009 03:15 pm 3.91 0.021
  01/09/2009 03:00 pm 3.91 0.021
  01/09/2009 02:45 pm 3.91 0.021
  01/09/2009 02:30 pm 3.90 0.020
  01/09/2009 02:15 pm 3.91 0.021
  01/09/2009 02:00 pm 3.91 0.021
  01/09/2009 01:45 pm 3.91 0.021
Flood Impacts and Historical Events
Stage Impacts
23.0Water reaches the top of the road surface at the bridge.
22.4Is the low point on the west bridge approach.
18.0Is the approximate height of the underside of the bridge deck.
16.0The east approach of the bridge at the gage site is affected.
14.5Northwest 62nd Avenue in Johnston is flooded.
14.0County Road R22 begins to flood south of highway 141. County Road F31 west of Granger floods and northwest 62nd street in Johnston floods.
13.3County Road F31 west of Granger is threatened.
12.6Water reaches the top of the concrete drain pipe in downstream right bank.
12.0The left bank overflows just downstream of the gage site.
Historical Crests Record Lows
1) 16.58 ft on 07/10/1993
2) 14.73 ft on 06/30/1986
3) 14.69 ft on 05/19/1974
4) 14.20 ft on 06/19/1990
5) 14.05 ft on 05/26/1960
6) 14.04 ft on 06/13/1966
7) 13.88 ft on 03/20/1979
8) 13.86 ft on 04/27/2007
9) 13.35 ft on 02/20/1971
10) 13.25 ft on 04/02/1965
1) 2.70 ft on 09/21/1988
2) 0.00 ft on 10/06/1994

Data provided by NOAA Advanced Hydrologic Prediction Service

Created with HAMweather 4 Alpha 3
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