Perspectives on the Design of Step-Pool Stream Channel Segments. Mike Burke, Shawn Chartrand and Andy Collison

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Perspectives on the Design of Step-Pool Stream Channel Segments Mike Burke, Shawn Chartrand and Andy Collison

Motivation: Share perspectives and observations on step-pool design that t have informed our efforts (and may provide insights i to others)

Outline: Step Pool Definition Application Context Introduce Case Studies Pre-Design Considerations Design Example

Step-pool definitions Building Blocks: Slope, Geology, Substrate Step-pool stream segment: 2 or more step-pool units

Application Context: Why Step-pools? Restoration: means to conserve functional attributes in Restoration: means to conserve functional attributes in specific settings

Application Context: Why Step-pools? Attractive as a stabilization tool that has natural attributes, Yet has characteristics of more structural approaches.

Application Context: Where? Restoration where we would expect step-pools pools to form Stabilization - Structural and stability characteristics have led to application in non-native context Constructed step-pool reach

Restoration Case Study: Carmel River (Dam Removal) 125 sq. mi. at project 2500 foot reach, most at 3-5% (average of 2.5%) Marquee drainage for Steelhead recovery To be constructed t 2013-15 15 Monterey Bay Step-pool Segment

Stabilization Case Study: E. Fork Alamo Creek SF Bay 2 sq. mi. watershed, intermittent Fine-grained watershed (project near bottom) 600 foot segment, slope varies 3% to 5% Bounded d by infrastructure t Constructed 2001

Pre-Design Considerations: Expectations Compare 2 case studies influence of expectations on design and sustainability Channel Reorganization Bank Deformation Substrate Mobility

Pre-Design Considerations: Expectations Channel Reorganization Bank Deformation Substrate Mobility Restoration: Carmel Stabilization: Alamo Q 25 Q 50 Rigid (>Q 100)

Pre-Design Considerations: Expectations Channel Reorganization Bank Deformation Substrate Mobility Restoration: Carmel Stabilization: Alamo Q 5 Q 10 Q 100

Pre-Design Considerations: Expectations Channel Reorganization Bank Deformation Substrate Mobility Element Restoration: Carmel Stabilization: Alamo Key Boulders Q25 Q50 Q100 or greater Small Boulder/Cobble Q2 Q5 Q50 Q100 Fines (gravel and smaller) Annual Annual Resupply No Supply

Pre-Design Considerations: Summary of Expectations Element Restoration Stabilization Reorganization Q 25 Q 50 Never (>Q 100) Bank Deformation Q5 Q 10 Q 100 Key Boulders Q 25 Q 50 Q100 or greater Small Boulder/Cobble Q 2 Q 5 year event Very rarely Fines Annual to Biennial Annual to Biennial (gravel and smaller) Maintenance Lower Higher Requirements

Carmel Design: Deliberative Design Process

Carmel Design: Reconnaissance Highlights Morphology: variable within slope range

Carmel Design: Reconnaissance Highlights Morphology: variable within slope range Role of the valley: reinforce morphology & resupply substrate

Carmel Design: Reconnaissance Highlights Morphology: variable within slope range Role of the valley: reinforce morphology & resupply substrate Overbanks: relic features, meter substrate

Carmel Design: Preliminary Geometry Maximum Resistance (Abrahams et al. 1995) Geometric Scaling (Chartrand et al. 2011) Focus on profile Focus on single value (1.5) Three dimensions Linkage to Energy Promote Variability

Carmel Design: Iteration to Balance Goals Morphologic Viability Fish Passage Energy Dissipation Gaps in criteria and directly applicable methods?

Carmel Design: Layout based on balanced design

Summary Points Physiographic and geologic setting matter Expectations influence design and maintenance challenges Step-pool streams adjust along a trajectory dictated by hillslopes and fluvial processes The design of step-pool stream corridors to meet multiple objectives requires a nuanced, balanced approach

Further Reading Chin, A., Anderson, S., Collison, A., Ellis-Sugai, B.J., Haltiner, J.P., Hogervorst, J.B., Kondolf,G.M., O'Hirok OHirok, L.S., Purcell, A.H., Riley, A.L., Wohl, E.E., 2009. Linking theory and practice for restoration of step-pool streams. Environmental Management. 43:645 661. Chartrand, S.M., Jellinek, M., Whiting, P.J., Stamm, J.F., 2011. Geometric scaling of step-pools in mountain streams: observations and implications. Geomorphology 129, 141-151. 151 Acknowledgements California American Water California State Coastal Conservancy National Marine Fisheries Service California Department of Fish and Game Many Current and Former Colleagues