Des Moines River (Iowa), Pella (05488110)

StateIowaLatestUnknown (3330 cfs)
RiverDes Moines RiverRatingObservedEstimated
Updated2026-07-26 23:15 (33 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)(none)
Discharge3330 cfs (median: 10800 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)
Height85.59 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 (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)(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 Des Moines River (Iowa), Pella (05488110)

DateStartEndDistanceConditionDischargeHeightFishingDetails
Click for details2022-01-29 Howell Station Howell Station Total trip distance: 4.0 miles4.0 Good 940 83.51 None NoneNone Turner, SkipTurner, Skip Solo downstream and back. Mileage listed is one way. Easy paddle both ways. No poling, no walking, no scraping.Solo downstream and back. Mileage listed is one way. Easy paddle both ways. No poling, no walking, no scraping. USGS Gauge Data:
Pella (05488110)
Discharge: 940
Height: 83.51
<b>USGS Gauge Data:</b></br />Pella (05488110)<br />Discharge: 940<br />Height: 83.51
Source: TurnerSource: Turner
Click for details2022-02-19 Howell Station Howell Station Total trip distance: 3.5 miles3.5 Good 911 83.53 None NoneNone Turner, SkipTurner, Skip Solo downstream and back. Mileage listed is one-way. Easy paddle both ways. No poling, no walking, no scraping. Paddled in the afternoon after the Lake Red Rock outflow was reduced.Solo downstream and back. Mileage listed is one-way. Easy paddle both ways. No poling, no walking, no scraping. Paddled in the afternoon after the Lake Red Rock outflow was reduced. USGS Gauge Data:
Pella (05488110)
Discharge: 911
Height: 83.53
<b>USGS Gauge Data:</b></br />Pella (05488110)<br />Discharge: 911<br />Height: 83.53
Source: TurnerSource: Turner
Click for details2022-01-30 Howell Station Howell Station Total trip distance: 5.0 miles5.0 Good 892 83.45 None NoneNone Turner, SkipTurner, Skip Solo downstream and back. Mileage listed is one way. Swift water above T17 bridge required strenuous poling on the return leg. No walking, no scraping.Solo downstream and back. Mileage listed is one way. Swift water above T17 bridge required strenuous poling on the return leg. No walking, no scraping. USGS Gauge Data:
Pella (05488110)
Discharge: 892
Height: 83.45
<b>USGS Gauge Data:</b></br />Pella (05488110)<br />Discharge: 892<br />Height: 83.45
Source: TurnerSource: Turner

A total of 3 rows are displayed.

Trip Summary for Des Moines River (Iowa), Pella (05488110)

Miles12.5
Trips3
People1
Dates3
Years1
Months2
Rows3
Sources1

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
2026-07-26 23:15 85.59 3330 78100 (1993) 388 (2012) 14500 521 1200 1850 2810 10800 21500 22300 28700 57600
2026-07-26 22:15 85.67 3440 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 21:15 85.71 3500 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 20:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 19:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 18:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 17:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 16:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 15:15 86.26 4380 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 14:15 86.27 4390 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 13:15 86.25 4360 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 12:15 86.24 4340 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 11:15 86.21 4290 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 10:15 86.15 4190 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 09:15 86.00 3950 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 08:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 07:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 06:15 85.69 3470 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 05:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 04:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 03:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 02:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 01:15 85.70 3490 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-26 00:15 85.68 3460 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900
2026-07-25 23:15 85.64 3400 81000 (1993) 392 (2012) 15000 519 1400 1940 2300 13200 22000 22400 28900 58900

A total of 25 rows are displayed for years 1993 through 2024.