Mulberry River (Arkansas), Mulberry (07252000)

StateArkansasLatestGood (699 cfs)
RiverMulberry RiverRatingObservedEstimated
Updated2026-05-29 14:30 (57 minutes ago)Flood - The river is flooding. Obstacles can be treacherous or deadly. The river should be avoided at this stage for casual trips and definitely for the inexperienced. Trips should be attempted only with protective gear and equipment.Flood(none)2535
Discharge699 cfs (median: 426 cfs)High - The river is high and potentially dangerous, especially for the young and / or inexperienced. Normal stream obstacles are sometimes difficult to navigate. Extended distances can be attempted, but canoe travel may not be advisable.High(none)1170
Height2.27 feetGood - Conditions are ideal for a canoe or kayak. Boats typically will drag on fewer than one-quarter of riffles, if at all, and portages are unnecessary or rare. Normal float lengths can be attempted without a problem.Good(none)555
TrendRising (rising over 24 hours)Low - River is low but can still be floated. Some riffles are okay but most come with significant dragging and might need a portage. Float lengths should be reduced to accommodate low flow, dragging, and portages.Low(none)164
USGSExternal icon USGS Site (External icon Duck Duck Go Maps)Poor - River is too low to float comfortably. Most or all riffles will drag or must be portaged and some obstacles (such as slick shelf rock) cause undue problems. Avoid the river at this stage for casual paddling trips.Poor(none)12

Trending Data

Plot Image

Trips for Mulberry River (Arkansas), Mulberry (07252000)

DateStartEndDistanceConditionDischargeHeightFishingDetails

A total of 0 rows are displayed.

Condition Descriptions

Fishing Conditions

Fish Species

Notes

Classic Trip List

The classic River Trips application is still available for use. It is updated with the new system using a data retrofit. It is no longer maintained. The original River Trips application is no longer updated (as of 1 Dec 2016) but can be checked for errors or for the condition of the data before it was converted to the new system.

Gauge Data Table

ObservationHeightDischargeMaximum
Discharge
Minimum
Discharge
Mean
Discharge
P05P10P20P25P50
(Median)
P75P80P90P95
2026-05-29 14:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 13:30 2.26 693 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 12:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 11:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 10:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 09:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 08:30 2.26 693 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 07:30 2.28 705 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 06:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 05:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 04:30 2.28 705 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 03:30 2.28 705 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 02:30 2.29 711 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 01:30 2.29 711 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-29 00:30 2.28 705 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-28 23:30 2.27 699 4360 (2019) 22 (2012) 687 46 75 125 171 426 870 1090 1920 2200
2026-05-28 22:30 2.26 693 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 21:30 2.25 687 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 20:30 2.25 687 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 19:30 2.24 681 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 18:30 2.25 687 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 17:30 2.25 687 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 16:30 2.24 681 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 15:30 2.22 669 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 14:30 2.19 651 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 13:30 2.15 628 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 12:30 2.10 589 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 11:30 2.01 513 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 10:30 1.93 451 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 09:30 1.86 401 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 08:30 1.82 374 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 07:30 1.79 354 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 06:30 1.76 336 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 05:30 1.74 323 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 04:30 1.72 312 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 03:30 1.70 300 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 02:30 1.69 294 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 01:30 1.68 289 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-28 00:30 1.68 289 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780
2026-05-27 23:30 1.68 289 5790 (2000) 26 (2012) 760 48 78 131 173 462 802 1030 2190 2780

A total of 40 rows are displayed for years 1939 through 2025.