1. BW - CHAPTER 14: CASE STUDY- NEOSHO RIVER, ALLEN COUNTY, (MIKE GEFFERT’S PROPERTY) SOUTHEAST KANSAS Constructed May-July 2000 Using Bendway Weirs for thalweg realignment & bank erosion reduction

2. Neosho River Project Specifications River is 260 ft wide Gravel-sand bed Project is 2,200 ft long, Outer bank is 25 ft tall, it eroded 178 ft laterally in 6 years time 11 Bendway Weirs, are all 70 ft long, spaced 210 ft apart & constructed of “shot rock”, 400 lb max. First set of velocities (March 15, 2001) water was 6 ft over the weirs, second set of velocities (Mar 16, 2001) water was a measured 12 ft over the top of the weirs!! Velocities were measured with floating oranges

3. Pre-Project. Looking upstream at the near vertical eroded bank PRE-PROJECT-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 8/25/99

4. Keyway for Bendway Weir doubling as a haul road. CONSTRUCTION-NEOSHO RIVER @ GEFFERT’S- PIX BY PHIL BALCH 5/23/00

5. Placing key stone in the keyway. CONSTRUCTION-NEOSHO RIVER @ GEFFERT’S- PIX BY PHIL BALCH 5/23/00

6. Dozier pushing stone to form Bendway Weir #3. Note the thalweg is already being moved toward the center of the channel by the upstream weirs. CONSTRUCTION-NEOSHO RIVER @ GEFFERT’S- PIX BY PHIL BALCH 5/30/00

7. 1 YEAR LATER-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 5/01 1 year later. Looking DS at the Neosho River on the flood

8. 2 YEARS LATER-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 9/2002 2 years later. Looking US @ Bendway Weirs & stable bank

9. 2 YEARS LATER-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 9/2002 2 years later. Looking US at Bendway Weirs & stable bank

10. 3 YEARS LATER-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 9/6/2003 3 years later. Looking US at stable bank

11. HIGH WATER – LET’S GET SOME VELOCITIES (We have a sack of oranges & time on our hands)

12. Mini case study: 1 of 3 Neosho River, Allen County, Kansas 6 ft of water over weirs (estimated) Top water velocities within the weir field never exceeded 1.00 ft/second BW #7 BW #3 BW #11 1.61 0.60 2.04 1.03 0.33 2.79 2.72 Data collected March 15, 2001 The Thalweg left the bank a measured 200 ft US of BW#1 The Thalweg hit the bank a measured 150 ft DS of BW#11

13. Looking US at weirs at low water on the Neosho River, KS. This is not when the velocity data was taken. Mini case study: 2 of 3

14. Mini case study: 3 of 3 Neosho River, Allen County, Kansas 12 ft of water over weirs (measured) Top water velocities within the weir field never exceeded 3.00 ft/second BW #7 BW #3 BW #11 2.88 6.47 6.08 2.92 4.07 4.97 2.63 4.54 4.64 Data collected March 15, 2001

15. SINCE PROJECT CONSTRUCTION THE RIVER HAS BEEN OUT OF BANK SEVERAL TIMES - IN JULY 2007 THE RIVER EXPERIENCED THE 100 YEAR FLOOD

16. 7 YEARS LATER-NEOSHO RIVER @ GEFFERT’S-PIX BY PHIL BALCH 11/9/2007 7 years later. Looking US. Note deposition between weirs.

17. AFTER A 100 YEAR FLOOD-NEOSHO RIVER - PIX BY DERRICK 12/11/2008 8 years later. After a 100 year flood. Looking US @ the Bendway Weirs & snow

18. AFTER A 100 YEAR FLOOD-NEOSHO RIVER - PIX BY DERRICK 12/11/2008 8 years later. After a 100 year flood. Looking DS @ the Bendway Weirs

19. AFTER A 100 YEAR FLOOD-NEOSHO RIVER - PIX BY DERRICK 12/11/2008 8 years later. After a 100 year flood. Looking DS @ lower end of the bend

20. AFTER A 100 YEAR FLOOD-NEOSHO RIVER - PIX BY DERRICK 12/11/2008 8 years later. After THE 100 YEAR FLOOD. Looking DS. Erosion has laid the bank back to a stable angle. Note how flat the bank is at the toe

21. AFTER A 100 YEAR FLOOD-NEOSHO RIVER - PIX BY DERRICK 12/11/2008 After a 100 year flood. Looking DS. Large Woody Debris is indicative of slower velocities & good for aquatic habitat.

22. This PowerPoint presentation was developed & built by Dave Derrick. Any questions or comments, call my personal cell @ 601-218-7717, or email @ d_derrick@r2d-eng.com Enjoy the information!! d_derrick@r2d-eng.com