Meramec River (Missouri), Sullivan (07014500)

StateMissouriLatestGood (746 cfs)
RiverMeramec RiverRatingObservedEstimated
Updated2026-06-17 3:30 (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)4318
Discharge746 cfs (median: 701 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)1269
Height3.48 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.Good200753
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)475
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)226

Trending Data

Plot Image

Trips for Meramec River (Missouri), Sullivan (07014500)

DateStartEndDistanceConditionDischargeHeightFishingDetails
Click for details2017-08-21 Red Horse MO 47 Total trip distance: 4.5 miles4.5 Good 543 3.73 None NoneNone Amburn, Andrea
Edmond, Alex
Edmond, Brian
Edmond, Julian
Grote, Camryn
Grote, Chase
Grote, Hannah
Larsen, Chris
Larsen, Lisa
Amburn, Andrea; Edmond, Alex; Edmond, Brian; Edmond, Julian; Grote, Camryn; Grote, Chase; Grote, Hannah; Larsen, Chris; Larsen, Lisa
We floated this section of the river in order to gain access to a good gravel bar to view the total solar eclipse. The water level was good and the water itself was mostly clear and cool. We stopped at N38.30272237 W90.90611617 to view the eclipse.We floated this section of the river in order to gain access to a good gravel bar to view the total solar eclipse. The water level was good and the water itself was mostly clear and cool. We stopped at N38.30272237 W90.90611617 to view the eclipse. USGS Gauge Data:
Sullivan (07014500)
Discharge: 543
Height: 3.73
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 543<br />Height: 3.73
Source: EdmondSource: Edmond
Click for details2022-09-10 Campbell Bridge Blue Springs Creek Total trip distance: 5.0 miles5.0 Good 506 3.29 None NoneNone Alwood, Derek
Alwood, Kelly
Jacob, Izzy
Folsom, Nevaeh
Alwood, Derek; Alwood, Kelly; Jacob, Izzy; Folsom, Nevaeh
No notes for this trip<i>No notes for this trip</i> USGS Gauge Data:
Sullivan (07014500)
Discharge: 506
Height: 3.29
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 506<br />Height: 3.29
Source: AlwoodSource: Alwood
Click for details2002-07-27 Scott's Ford Indian Springs Total trip distance: 5.9 miles5.9 Good 483 2.94 None NoneNone Brown, Les
Edmond, Brian
Grote, Bob
Wendell, David
Brown, Les; Edmond, Brian; Grote, Bob; Wendell, David
No notes for this trip<i>No notes for this trip</i> USGS Gauge Data:
Sullivan (07014500)
Discharge: 483
Height: 2.94
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 483<br />Height: 2.94
Source: EdmondSource: Edmond
Click for details2006-06-24 Bluffs Ozark Outdoors Total trip distance: 9.0 miles9.0 Good 341 2.32 None NoneNone Alderson, Daniel
Blackford, Alicia
Blackford, Eric
Edmond, Brent
Edmond, Brian
Grote, Bob
Grote, Brandy
Ince, Brianne
Ince, Jerri Ann
Ince, Seth
Perkins, Jenna
Smith, Andy
Storts, Amy Jo
Storts, Todd
Alderson, Daniel; Blackford, Alicia; Blackford, Eric; Edmond, Brent; Edmond, Brian; Grote, Bob; Grote, Brandy; Ince, Brianne; Ince, Jerri Ann; Ince, Seth; Perkins, Jenna; Smith, Andy; Storts, Amy Jo; Storts, Todd
No notes for this trip<i>No notes for this trip</i> USGS Gauge Data:
Sullivan (07014500)
Discharge: 341
Height: 2.32
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 341<br />Height: 2.32
Source: EdmondSource: Edmond
Click for details2005-06-25 Scott's Ford Indian Springs Total trip distance: 5.9 miles5.9 Good 294 2.01 None NoneNone Edmond, Brian
Grote, Bob
Grote, Brandy
Ince, Brianne
Ince, Seth
Edmond, Brian; Grote, Bob; Grote, Brandy; Ince, Brianne; Ince, Seth
No notes for this trip<i>No notes for this trip</i> USGS Gauge Data:
Sullivan (07014500)
Discharge: 294
Height: 2.01
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 294<br />Height: 2.01
Source: EdmondSource: Edmond
Click for details2012-08-25 Huzzah Creek Ozark Outdoors Total trip distance: 3.8 miles2.5 Low 238 2.00 None NoneNone Alderson, Daniel
Caldwell, Justin
Edmond, Brian
Filson, Nathan
Ince, Seth
Luebrecht, Michael
Luebrecht, Ryan
Scherder, Travis
Smith, Andy
Alderson, Daniel; Caldwell, Justin; Edmond, Brian; Filson, Nathan; Ince, Seth; Luebrecht, Michael; Luebrecht, Ryan; Scherder, Travis; Smith, Andy
The Bull Float Trip. Boats were often packed together so tightly, they were touching. Although low, the river was still floatable and we didn't drag too many times.The Bull Float Trip.  Boats were often packed together so tightly, they were touching.  Although low, the river was still floatable and we didn't drag too many times. USGS Gauge Data:
Sullivan (07014500)
Discharge: 238
Height: 2.00
<b>USGS Gauge Data:</b></br />Sullivan (07014500)<br />Discharge: 238<br />Height: 2.00
Source: EdmondSource: Edmond

A total of 6 rows are displayed.

Trip Summary for Meramec River (Missouri), Sullivan (07014500)

Miles32.8
Trips6
People33
Dates6
Years6
Months4
Rows6
Sources2

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
2026-06-17 03:30 3.48 746 24300 (2009) 218 (1932) 1350 352 372 422 466 701 1160 1310 1770 4100
2026-06-17 02:30 3.49 752 24300 (2009) 218 (1932) 1350 352 372 422 466 701 1160 1310 1770 4100
2026-06-17 01:30 3.49 752 24300 (2009) 218 (1932) 1350 352 372 422 466 701 1160 1310 1770 4100
2026-06-17 00:30 3.50 758 24300 (2009) 218 (1932) 1350 352 372 422 466 701 1160 1310 1770 4100
2026-06-16 23:30 3.51 763 24300 (2009) 218 (1932) 1350 352 372 422 466 701 1160 1310 1770 4100
2026-06-16 22:30 3.52 769 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 21:30 3.53 775 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 20:30 3.55 787 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 19:30 3.56 793 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 18:30 3.57 799 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 17:30 3.59 811 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 16:30 3.57 799 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 15:30 3.60 817 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 14:30 3.61 823 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 13:30 3.64 842 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 12:30 3.65 848 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 11:30 3.66 854 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 10:30 3.67 860 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 09:30 3.70 879 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 08:30 3.71 885 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 07:30 3.73 898 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 06:30 3.74 904 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 05:30 3.76 917 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 04:30 3.78 930 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 03:30 3.81 949 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 02:30 3.82 956 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 01:30 3.85 975 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-16 00:30 3.87 989 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430
2026-06-15 23:30 3.89 1000 12900 (2009) 218 (1932) 1150 296 378 427 479 774 1260 1480 2000 3430

A total of 29 rows are displayed for years 1922 through 2024.