Detroit River International Wildlife Refuge
Midwest Region
Best Management Practices for
Soft Engineering

of Shorelines
Based on a Binational Conference Sponsored by the
Greater Detroit American Heritage River Initiative and Partners

Chapter 2

Multiple Objective Soil Bioengineering For Riverbank Restoration (Alton Simms and Robbin Sotir, Robbin B. Sotir & Associates, Inc.)

Introduction

Today, stream and riverbank protection efforts are expected to address issues such as habitat, aesthetics, and water quality in addition to such needs as flood control and erosion protection. It is common knowledge that integrated streambank protection designs that include vegetation are likely to satisfy these multiple objectives. Soil bioengineering systems utilize vegetation as a principal component and can provide sound streambank protection while maximizing ecological and water quality benefits. Streambank protection designs that consist of riprap, concrete, or other inert structures alone are being accepted less frequently because of their lack of environmental and aesthetic benefits. Consequently, there is greater interest in designs that combine vegetation and inert materials into living systems that can reduce erosion while providing environmental and aesthetic benefits. This integratable technology is therefore responsive to these increasing concerns.

This case study describes soil bioengineering systems that have been used to meet specific aquatic and riparian habitat objectives, such as providing overhanging cover for fish and riparian habitat. Examples are presented to illustrate the use of these systems.

Information has been prepared in tabular form that may be a useful guide for evaluating alternative soil bioengineering streambank protection measures and selecting those that best achieve the desired project objectives (Table 3). This procedure has been developed and used on several projects where environmental objectives were major concerns, including a major sport fishing stream in Alaska and the Ottawa River in Canada, which divides the Provinces of Ontario and Quebec.

Table 3. A matrix to help compare the benefits of different streambank protection measures.

Method
Flood Conveyance Concerns
Aquatic Habitat
Riparian Habitat
Water Quality
Recreation
Aesthetic
Live Staking negligible, except on small streams fair to good good negligible, except on small streams poor to fair good
Live Fascines negligible, except on small streams good to very good good negligible, except on small streams fair to good good to very good
Branch- Packing none negligible fair negligible negligible fair
Vegetated Geogrid negligible to high flows, depends on stream size and design good to excellent fair to good good on small and medium streams good good to excellent
Live Cribwall negligible to high flows, depends on stream size and design good to very good fair fair on small and medium streams negligible good to very good
Joint Planting negligible, except on small streams fair to good good negligible, except on small streams fair good to very good
Brush-Mattress negligible, except on small streams good very good to excellent fair to good fair to good good to excellent
Live Boom varies, negligible if length less than � channel width and height less than � bank height excellent negligible to fair good fair to good fair to good
Conventional Vegetation negligible, except on small streams and none if maintained negligible to good fair negligible to fair fair good
Tree Revetment none fair to good negligible negligible none fair

 

Environmental Benefits of Soil Bioengineering Systems

Soil bioengineering systems for stream and riverbank protection consist of structural engineering components and integrated ecological systems that provide protection for the entire riverbank over a reach or an entire system. There may be several soil bioengineering components capable of providing erosion protection for a given site, depending on the type of erosion or failure problem that exists. The specific design chosen may depend on several factors, including the level of risk that is acceptable, cost, and/or environmental and aesthetic objectives.

Table 3 summarizes the flood conveyance, habitat, water quality, recreation, and aesthetic benefits. Table 4 summarizes the major environmental benefits of the most common soil bioengineering methods employed in streambank protection that utilize woody vegetation. Such tables can be useful in helping to select specific soil bioengineering methods that can be incorporated into streambank protection designs to maximize specific environmental requirements. For example, the branches that overhang the water along the riverbank provide shade and protection from predators making it an excellent choice as part of a bank protection system on streams where such habitat is scarce. There may be other constraints that affect the choice however. Some methods might cause too much flow constriction or might cause erosion of the opposing bank if used on very small systems. However, this is not typical in the case of rivers. All of the soil bioengineering methods have a common geotechnical benefit of providing root reinforcement in the soil mantle. The more deeply installed methods, such as brushlayer, positively affect the direction of seepage. Hydrologically, these methods serve as horizontal drains converting parallel flow to vertical flow. Hydraulically, vegetation reduces velocities and redirect flows. Soil bioengineering projects are typically considered aesthetically pleasing and become more so over time.

The species of woody vegetation selected for inclusion in soil bioengineering systems can have a significant effect on the habitat benefits. Various species of willow are the most common woody plants used in soil bioengineering because of their excellent rooting ability. While willow can provide good overhanging cover and shade for streams, good nesting habitat for some species of birds, and some cover for mammals, it is not noted as an excellent food source for land animals. There are other plants that may be better choices for accomplishing specific habitat objectives. Such plants can be added to soil bioengineering designs to provide specific habitat benefits for target species. Chapter 18 of the Natural Resources Conservation Service Engineering Field Handbook (Soil Bioengineering for Upland Slope Protection and Erosion Reduction) provides information about growth habits, habitat value, and rooting characteristics for a variety of plants adapted in the United States.


Table 4. Environmental benefits of soil bioengineering for streambank protection.

Methods
Create or Preserve
Scour Holes
Shade and Overhang
Cover
Riparian Habitat
Vegetated Geogrid good excellent fair to good
Live Cribwall very good excellent fair to good
Live Boom(s) excellent very good not applicable
Live Siltation
Construction
not applicable excellent very good to excellent
Brussmattress not applicable good to very good excellent
Live Fascine not applicable good good to very good

 

Ottawa River

In 1996, Public Works and Government Services Canada undertook the stabilizing and remediation of a biomedical disposal site along the banks of the Ottawa River in Hull, Quebec, Canada. This site is situated adjacent to a highly visible, popular, and passive recreational green space known as Jacques Cartier Park. This area offers spectacular views of the River and Parliament Hill (Ottawa) on the opposite bank.

As part of the remediation of the site, excavation of the contaminated soils and materials was replaced with a sand/clay subsoil mix (Figure 10). The resulting embankment was then topped off with an approved topsoil blend. Due to the steepness of the constructed slope and the river below, surface stability was of vital importance. This was accomplished via the use of live fascines on the contour with erosion control fabric known as coir (Figure 11).

Other project objectives included: preparing a foundation, where over time a natural community of indigenous plant materials for upland and riverine habitat would evolve; improve aesthetics; and establish a long-term, maintenance-free natural slope along the Ottawa River within its highly urbanized context. The success of this project to meet the desired goals enabled Public Works to designate the area as an extension of Jacques Cartier Park (Figure 12).

Figure 10. Soil preparation along the shoreline of Jacques Cartier Park.


Shoreline photo
Figure 11. Placement of live fascines on contour with erosion control fabric along the Jacques Cartier Park.

Park photo

 

Figure 12. Vegetated shoreline resulting from the use of bioengineering techniques in Jacques Cartier Park.

shoreline photo

 

Kenai River

The Kenai River in Alaska is a world class sport fishing stream noted for its trophy Chinook salmon fishing. In heavily used public access areas, such as Soldotna Creek Park and Centennial Park, bank vegetation had been destroyed by foot traffic and the streambank was eroding rapidly (Figure 13). Because of the potential impacts on rearing habitat and movement of young Chinook, Alaska Fish and Game would not permit dikes of any kind or hard structures such as bulkheads. They also discouraged the use of riprap above the elevation of the ordinary high watermark.

A 650 foot section of streambank at Soldotna Creek Park was stabilized using soil bioengineering methods. Overhanging cover was provided by live siltation constructions and live cribwalls (Figure 14). In wet areas, native sod rolls and live fascines were used to stabilize the bank line and reestablish vegetation. Large rocks, placed randomly in the shallow water in front of the live cribwalls, and small rootwads, anchored further out, were used to create additional fish cover (Figure 15). The soil bioengineering installations survived the 1995 flood, the largest on record, with minimal damage. This same flood ravaged banks protected with riprap and other hard structures.

 

Figure 13. Rapid streambank erosion caused by heavy public use along the Kenai River in Alaska.

erosion photo

Figure 14. Overhanging cover was provided by live siltation and live cribwall constructions along the Kenai River.

kenai river photo

 

Figure 15. Large rocks placed in front of the live cribwalls provided additional fish cover.


Summary

Water resource projects, by their very nature, involve multiple objectives, and streambank protection is no exception. In addition to controlling erosion, we must meet water quality, habitat, aesthetics, and other environmental objectives. Integrated soil bioengineering designs that employ woody vegetation meet these environmental objectives better than other types of streambank protection alone. Maximum benefits are derived by choosing soil bioengineering methods and selecting the vegetation to achieve specific environmental objectives. The success of soil bioengineering on the Ottawa River and the Kenai River indicates that this approach to riverbank protection and restoration is applicable to address multiple objective goals.

 

References

Robbin B. Sotir & Associates, Inc. unpublished files.

Sotir, R.B. 1997. Presentation on Management of Landscapes Disturbed by Channel Incision. Conference sponsored by U.S. Department of Agriculture, US Army Corps of Engineers, and the University of Mississippi, Oxford, Mississippi.

US Department of Agriculture - Natural Resource Conservation Service (USDA-NRCS). 1992. Engineering Field Handbook: Chapter 18 - Soil Bioengineering for Upland Slope Protection and Erosion Reduction.

 

Contact Person

Alton P. Simms
Robbin B. Sotir & Associates, Inc.
434 Villa Road Marietta, GA 30064-2732
sotir@mindspring.com

 

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Last updated: July 9, 2008