Platte River (Nebraska), North Bend (06796000)

StateNebraskaLatestUnknown (3660 cfs)
RiverPlatte RiverRatingObservedEstimated
Updated2026-10-25 6:15 (1 hour 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)(none)
Discharge3660 cfs (median: 3580 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)(none)
Height3.57 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)(none)
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)(none)
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)(none)

Trending Data

Plot Image

Trips for Platte River (Nebraska), North Bend (06796000)

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 It is no longer maintained. The original River Trips application is no longer updated (as of 1 Dec 2016) but can be checked for errors or for the condition of the data before it was converted to the new system.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
2026-10-25 06:15 3.57 3660 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 05:15 3.58 3690 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 04:15 3.63 3860 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 03:15 3.65 3930 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 02:15 3.68 4040 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 01:15 3.69 4080 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-25 00:15 3.65 3930 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-24 23:15 3.58 3690 10400 (2009) 1460 (1957) 4010 2090 2300 2630 2770 3580 4800 5030 6260 7690
2026-10-24 22:15 3.52 3490 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 21:15 3.47 3320 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 20:15 3.40 3100 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 19:15 3.36 2980 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 18:15 3.34 2920 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 17:15 3.33 2890 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 16:15 3.34 2920 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 15:15 3.37 3010 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 14:15 3.42 3160 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 13:15 3.46 3290 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 12:15 3.50 3420 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 11:15 3.59 3720 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 10:15 3.65 3930 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 09:15 3.63 3860 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 08:15 3.72 4190 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 07:15 3.73 4220 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 06:15 3.72 4190 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 05:15 3.74 4260 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 04:15 3.74 4260 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 03:15 3.74 4260 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 02:15 3.68 4040 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 01:15 3.64 3900 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-24 00:15 3.61 3790 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660
2026-10-23 23:15 3.55 3590 16800 (2009) 1360 (1980) 4040 1890 2170 2640 2790 3620 4550 5050 6790 7660

A total of 32 rows are displayed for years 1950 through 2026.