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1 Important Copyright Information The following content is provided for educational purposes by the workshop presenter. This content may or may not have been peer reviewed. Information, opinions and recommendations put forward are those of the presenter, and do not necessarily reflect those of FORREX, its funders, or partners. Copyright for the following material is held by Alan Bates. This source should be fully acknowledged in any citation. For permission to reproduce or redistribute this material, in whole or in part, please contact:

2 Channel Stabilization Using Constructed Riffles Ecosystem Restoration Workshop Kamloops, BC 28 February, 2006 Presented By: Alan Bates, P.Eng.

3 Stream channel changes should be anticipated following any significant change in land surface conditions that affects water or sediment yield. Dr. Michael Church, UBC Dept. of Geography

4 Deforestation can affect Evapotranspiration Rainfall Interception Snow accumulation & melt. Wildfire can also affect soil infiltration properties (e.g. hydrophobic soils).

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9 Potential Impacts to channel regimes resulting from deforestation (beetle or fire related): Increased runoff (total and peak flows). Increased sediment yield. Reduced riparian stability. Short term increases in LWD inputs and/or Long term decreases in LWD input. Important Note: Potential impacts are not limited to beetle/fire affected areas and may occur downstream.

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11 Changes to the channel regime may subsequently result in: Channel widening and bank erosion Channel aggradation/degradation (infilling/scour). Increased homogeneity and cementing of substrates. Changes to organic inputs (LWD, litter, insects). Reduced fish habitat quantity/quality. Impaired water quality.

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15 Typical channel adjustment caused by increased flow, increased sediment and/or weakened bank structure.

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17 Best Management. The best long term management solution to watershed and channel stability is the stabilization of connected hillslopes and reforestation of the areas affected by beetle/wildfire. Channel morphology and stability are determined by water and sediment loads introduced to them by the watershed. The sooner hillslopes are stabilized, reforestation occurs, and runoff and sediment regimes return to original conditions, the sooner natural equilibrium and channel stability can be restored. If all else fails, channel stabilization may be considered.

18 Riffle-pool reconstruction has become an important river rehabilitation technique in disturbed channels What is a riffle? What is the theory behind riffle-pool restoration? What are the advantages and disadvantages of riffle-pool restoration? In what situations is this type of restoration effective? What are some basic design and construction considerations?

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22 What is a Riffle? Oxford dictionary defines riffle as: a) a shallow, disturbed part of a stream b) a patch of waves or ripples, perhaps a variation of ruffle. Google says: Did you mean rifle? Ask an Old Fisher Riffles are between the pools; faster than glides

23 Pools and Riffles A straight or non-meandering channel characteristically has an undulating bed, alternating between deeps and shallows at a repeating distance of 5 to 7 widths. The same can be said of meandering channels, but this is expected because the pool is associated with the bend, where there is an obvious tendency to erode the concave bank. The similarity in spacing of the riffles in both straight and meandering channels suggests that the mechanism which creates the tendency for meandering is present even in the straight channel. Luna B. Leopold A View of the River

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26 More Riffle-pool Morphology Riffle-pool sequences are generally found in alluvial channels at less than 2 or 3% gradient. Steeper channels are more likely step-pool or cascade-pool, with steeper drops, less regular and shorter spacing. The effects of riffle-pool forms are less apparent under flood conditions, although high discharges are required to scour the pools and maintain the riffle forms.

27 Typical Constructed Riffle

28 Hydraulic Design Size riffle material (D50) using tractive force (Shield s) equation. Conditions on the downstream riffle face at bank full flow usually govern.

29 Constructed Riffles

30 Benefits of Riffle/Pool Reconstruction Localized energy loss on riffles (reduced bank erosion and scour between). Increased average depth during low flows (fish habitat). Local grade control. Increased substrate complexity. Increased aeration at riffle sites (dissolved oxygen). Channel can be re-centered. Cross-sectional structure constructed at intervals, as opposed to longitudinal bank rehabilitation. Short term sediment/bedload capture and storage. Low maintenance.

31 Disadvantages Work must be conducted instream (usually wetted). Limited to lower alluvial reaches, generally less than 3% gradient. Rock may be difficult to obtain or expensive. May not fit in with the character of the stream. Does little for flood protection. Hard-sell to skeptics who want continuous protection. Improperly installed may result in a fish barrier (usually resolves with time).

32 Example Projects Martha Creek Revelstoke, BC BC Hydro Outfall Channel

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34 After Before

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37 Sinmax Creek Adams Lake, BC

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41 May 1999 July 2002

42 April 2000 July 2002

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45 BC Hydro Coursier Dam Decommissioning Revelstoke, BC

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50 Riffles Added Original Outfall Channel

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52 Mill Creek Kelowna, BC

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56 Summary Channel destabilization may be expected in watersheds where wildfire and/or insect attack cause significant deforestation. Using principles found in natural channels, riffle construction may be an effective tool to dissipate excess energy, stage sediment movement and generally enhance channel stability in some cases. Riffles need to be appropriately designed and installed. Contact your local professional. Alan Bates, P.Eng.

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