Big Nance Creek (AL) at Courtland, AL

River level and flood forecast · Lawrence County

Normal1.5 ftas of Mon 2:30 PM

The river is 12.5 ft below flood stage (14 ft).

Forecast to fall to 1.1 ft by Sat, Oct 17, 7 AM.

Flow: 16 cubic feet per second (USGS).

The last 7 days and the forecast

-505101520TueThuSatMonWedFriAction 12 ftFlood 14 ftModerate 16 ftMajor 19 ftNowObserved (ft)NWS forecast

NWS forecast issued Mon, Oct 12, 8:23 AM. Forecasts change as rain falls and as upstream water arrives.

Flood stages

Major flood stage19 ft
Moderate flood stage16 ft
Flood stage14 ft
Action stage12 ft
Record crest (March 16, 1973)24.97 ft

What floods at each level

From the National Weather Service, highest first.

  • 29 ftWater overtops the wire weight gage on Old Highway 20. Water is over a foot deep atop the bridge.
  • 28 ftWater overtops the bridge on Old Highway 20.
  • 27.5 ftWater reaches the bottom of the gage house.
  • 24.97 ftRecord Stage. Observed March 16, 1973.
  • 20 ftWater is approaching homes south of downtown Courtland...with several streets impassible. Water reaches the underside of the bridge at Old Highway 20 in Courtland.
  • 16 ftWater begins to cover roads south of downtown Courtland.
  • 14 ftLowland flooding begins on the left bank of the river.
  • 12 ftThe river overflows on County Road 150 about three quarters of a mile upstream of the gage site...south of Courtland.

Highest crests on record

  1. 24.97 ft — March 16, 1973
  2. 24.21 ft — December 23, 1990
  3. 22.77 ft — April 29, 2011
  4. 22.6 ft — January 7, 1950
  5. 22.45 ft — February 1, 1951

Recent crests: 16.07 ft (April 7, 2025) · 16.73 ft (March 17, 2025) · 17.91 ft (February 14, 2025) · 21.32 ft (September 16, 2024) · 15.33 ft (March 3, 2023)

Up and down the river, and nearby

Not an official source. River levels, forecasts, flood stages and impacts are from the National Weather Service (BNAA1); flow from the U.S. Geological Survey. Readings are provisional. In a flood, follow your local officials and the NWS at weather.gov.