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Restoration Lessons Learned
From a Fish Hugger & River Nerd
David Bidelspach
James Vincent
Restoration Lessons Learned
• #1 – Develop a Process Based Restoration
• Matrix for Key Species
• #2 – Energy/Heat Dissipation
• Un-uniform Energy Dissipation will limit the fishery
• #3 - Central Tendency of a River
• This is not subjective; understand fluvial geomorphology
• #4 – Floodplain Interactions
• Don’t let the fishery be Imparted by Channel Incision and Poor
Floodplain Function
• #5 – Regional Curves and Mini-Regional Curves
• Trying to provide habitat improvements without the proper channel
dimension is like a “Love Grenade”. You are lovingly trying to help the
fishery but it is just going to blow up in your face
#1 – Develop a Process Based Restoration
• Process based design is a design that is
targeted to increase the function of a
process to meet the goals and
objectives of a project. Paraphrase from Dr. Palmer June 2nd
#2 – Uniform Energy/Heat Dissipation
• Uniform Energy Dissipation vs. Large Energy
Dissipation Structures
– Longitudinal Profile concavity
– Profile Slope should decrease with flow
– Transition between energy states or maintenance
• Pool- Pool Spacing
– Existing conditions as a boundary based on reach
stability and confinement
– Central tendency and effective discharge
• Width to Depth Ratio – Thermal Heat Transfer
AS-BUILTLONG PRO vs. PRE CONDITION LONG PRO
CH
WS
BKF
P1
P2
P3
P4
ExistingBasedon As-built
Elevation(ft)
Distancealongstream(ft)
940
942
944
946
948
950
952
954
956
958
960
962
964
966
968
970
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400
XS5-ASBUILT
XS6-ASBUILT
XS3-ASBUILT
XS2-ASBUILT
Non- Uniform Energy Dissipation
Add Water
#3 - Central Tendency of the River
• The answers are in the River
• Use current technology to document existing
morphology
– Scour lines
– Deposition - Bar Formation
– Bankfull Features when appropriate
– Pool-Pool spacing
– Reference Parameters and Reference Reach
2013 afs lessons learned
Simon
Channel
Evolution
Model
Source:
Simon, 1989,
USACE 1990
2013 afs lessons learned
Matrix
Channel Incision – High WDR
- Vegetation and Sediment Transport
Channel Incision – High WDR
- Vegetation and Sediment Transport
# 4 Floodplain Interactions - Incision
• Choice of Design Flow and Flow Regimes
– Don’t limit the design to the Bankfull flow
• (~ 1.2yr event in NC)
– Design up to an acceptable risk level with multiple flows
• (1.01 Low- Flow, 1.2yr Bankfull, 2yr, 5 yr, 25yr, 100 yr)
• Convergence and Divergence of all Design Flows
– Change in velocity and sediment transport competency and capacity
due to convergence and divergence of flow could lead to critical flow
and a hydraulic jump
• ( 10:1 Horizontal transition)
• (100:1 vertical from the channel slope)
• Turning of Design Flows
– Increase of Shear Stress based on radius of curvature is not limited to
the bankfull channel
• (2* W Min radius of curvature for any design flow)
Saamis Coulee Medicine Hat , Alberta
- Choice of Design Flow and Flow Regimes
Floodplain Interactions and Function
Channel Incision – High WDR
- Vegetation and Sediment Transport
# 5 Mini- Regional Curves
• A mini- regional curves within the disturbed watershed
can be used as a design tool more appropriately than a
standard bankfull regional curve
• A mini-regional curve based on area can be done for
any project and should be to help quantify design
uncertainty
• Create regional curves on bankfull, Inner-berm, TOB
and other depositional features when available
• Published regional curves should be used as a
comparison not as a design tool
• Discuss regional and mini-regional curves with friends
2013 afs lessons learned
Bankfull
y = 18.762x0.6239
R2
= 0.9738
Inner Berm
y = 8.7236x0.6359
R2
= 0.9578
ALL TOB WITH SANDY DEP
y = 54.17x0.4879
R2
= 0.8556
TOB 45% - 65% Imp
y = 68.465x0.6289
R2
= 0.9861
TOB 25% - 45%
y = 45.515x0.6292
R2
= 0.9358
TOB 10% - 25%
y = 37.299x0.6137
R2
= 0.9933
1.0
10.0
100.0
1000.0
10000.0
0.1 1.0 10.0 100.0 1000.0
Cross-ASectionalArea(sqft)
Restoration Fundamentals
• The answers are in the river
• Are we fighting the central tendency?
• This is not a subjective
• What is the geomorphic potential?
• Design sustainability
• Floodplain Interactions
• Don’t let the fishery be limited by Channel
Incision and Poor Floodplain Function

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2013 afs lessons learned

  • 1. Restoration Lessons Learned From a Fish Hugger & River Nerd David Bidelspach James Vincent
  • 2. Restoration Lessons Learned • #1 – Develop a Process Based Restoration • Matrix for Key Species • #2 – Energy/Heat Dissipation • Un-uniform Energy Dissipation will limit the fishery • #3 - Central Tendency of a River • This is not subjective; understand fluvial geomorphology • #4 – Floodplain Interactions • Don’t let the fishery be Imparted by Channel Incision and Poor Floodplain Function • #5 – Regional Curves and Mini-Regional Curves • Trying to provide habitat improvements without the proper channel dimension is like a “Love Grenade”. You are lovingly trying to help the fishery but it is just going to blow up in your face
  • 3. #1 – Develop a Process Based Restoration • Process based design is a design that is targeted to increase the function of a process to meet the goals and objectives of a project. Paraphrase from Dr. Palmer June 2nd
  • 4. #2 – Uniform Energy/Heat Dissipation • Uniform Energy Dissipation vs. Large Energy Dissipation Structures – Longitudinal Profile concavity – Profile Slope should decrease with flow – Transition between energy states or maintenance • Pool- Pool Spacing – Existing conditions as a boundary based on reach stability and confinement – Central tendency and effective discharge • Width to Depth Ratio – Thermal Heat Transfer
  • 5. AS-BUILTLONG PRO vs. PRE CONDITION LONG PRO CH WS BKF P1 P2 P3 P4 ExistingBasedon As-built Elevation(ft) Distancealongstream(ft) 940 942 944 946 948 950 952 954 956 958 960 962 964 966 968 970 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 XS5-ASBUILT XS6-ASBUILT XS3-ASBUILT XS2-ASBUILT
  • 6. Non- Uniform Energy Dissipation
  • 8. #3 - Central Tendency of the River • The answers are in the River • Use current technology to document existing morphology – Scour lines – Deposition - Bar Formation – Bankfull Features when appropriate – Pool-Pool spacing – Reference Parameters and Reference Reach
  • 12. Matrix Channel Incision – High WDR - Vegetation and Sediment Transport
  • 13. Channel Incision – High WDR - Vegetation and Sediment Transport
  • 14. # 4 Floodplain Interactions - Incision • Choice of Design Flow and Flow Regimes – Don’t limit the design to the Bankfull flow • (~ 1.2yr event in NC) – Design up to an acceptable risk level with multiple flows • (1.01 Low- Flow, 1.2yr Bankfull, 2yr, 5 yr, 25yr, 100 yr) • Convergence and Divergence of all Design Flows – Change in velocity and sediment transport competency and capacity due to convergence and divergence of flow could lead to critical flow and a hydraulic jump • ( 10:1 Horizontal transition) • (100:1 vertical from the channel slope) • Turning of Design Flows – Increase of Shear Stress based on radius of curvature is not limited to the bankfull channel • (2* W Min radius of curvature for any design flow)
  • 15. Saamis Coulee Medicine Hat , Alberta - Choice of Design Flow and Flow Regimes
  • 17. Channel Incision – High WDR - Vegetation and Sediment Transport
  • 18. # 5 Mini- Regional Curves • A mini- regional curves within the disturbed watershed can be used as a design tool more appropriately than a standard bankfull regional curve • A mini-regional curve based on area can be done for any project and should be to help quantify design uncertainty • Create regional curves on bankfull, Inner-berm, TOB and other depositional features when available • Published regional curves should be used as a comparison not as a design tool • Discuss regional and mini-regional curves with friends
  • 20. Bankfull y = 18.762x0.6239 R2 = 0.9738 Inner Berm y = 8.7236x0.6359 R2 = 0.9578 ALL TOB WITH SANDY DEP y = 54.17x0.4879 R2 = 0.8556 TOB 45% - 65% Imp y = 68.465x0.6289 R2 = 0.9861 TOB 25% - 45% y = 45.515x0.6292 R2 = 0.9358 TOB 10% - 25% y = 37.299x0.6137 R2 = 0.9933 1.0 10.0 100.0 1000.0 10000.0 0.1 1.0 10.0 100.0 1000.0 Cross-ASectionalArea(sqft)
  • 21. Restoration Fundamentals • The answers are in the river • Are we fighting the central tendency? • This is not a subjective • What is the geomorphic potential? • Design sustainability • Floodplain Interactions • Don’t let the fishery be limited by Channel Incision and Poor Floodplain Function