Crooked Creek (Arkansas), Kelly Crossing (07055607)

StateArkansasLatestGood (794 cfs)
RiverCrooked CreekRatingObservedEstimated
Updated2026-06-19 14:45 (58 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)2170
Discharge794 cfs (median: 174 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)1136
Height12.68 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)507
TrendFalling (falling 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)213
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)83

Trending Data

Plot Image

Trips for Crooked Creek (Arkansas), Kelly Crossing (07055607)

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 It is no longer maintained. The original River Trips application is no longer updated (as of 1 Dec 2016) but can be checked for errors or for the condition of the data before it was converted to the new system.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
2026-06-19 14:45 12.68 794 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 13:45 12.69 799 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 12:45 12.70 804 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 11:45 12.70 804 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 10:45 12.71 810 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 09:45 12.73 821 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 08:45 12.74 826 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 07:45 12.75 831 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 06:45 12.76 837 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 05:45 12.77 842 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 04:45 12.77 842 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 03:45 12.79 854 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 02:45 12.80 859 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 01:45 12.81 865 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-19 00:45 12.82 870 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-18 23:45 12.84 882 2290 (2015) 60 (2012) 299 64 84 99 174 267 295 630
2026-06-18 22:45 12.85 887 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 21:45 12.86 893 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 20:45 12.88 905 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 19:45 12.90 917 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 18:45 12.92 928 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 17:45 12.92 928 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 16:45 12.94 940 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 15:45 12.95 946 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 14:45 12.96 952 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 13:45 12.98 965 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 12:45 12.99 971 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 11:45 13.00 977 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 10:45 13.01 983 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 09:45 13.03 996 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 08:45 13.03 996 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 07:45 13.05 1010 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 06:45 13.06 1010 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 05:45 13.08 1030 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 04:45 13.09 1030 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 03:45 13.11 1050 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 02:45 13.13 1060 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 01:45 13.13 1060 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-18 00:45 13.14 1070 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547
2026-06-17 23:45 13.16 1080 1080 (2015) 62 (2012) 252 66 84 108 181 320 346 547

A total of 40 rows are displayed for years 2007 through 2024.