1. CATEGORY
1.0 – River Training
2. DESIGN STATUS
Level II
3. ALSO KNOWN AS
Pole Planting,
Dormant live posts
4. DESCRIPTION
Willow (Salix spp.) trees and shrubs may be propagated by planting cuttings. Although smaller (<4 cm (1.5 in)) diameter cuttings (stakes) grow more vigorously than older, larger materials (posts and poles), larger materials provide mechanical bank protection during the period of plant establishment.
5. PURPOSE
Dense arrays of posts or poles reduce velocities near the bank or bed surface, and long posts or poles reinforce banks against mass instabilities occurring in shallow failure planes.
6. PLANNING
Useful for Erosion Processes:
Toe erosion with upper bank failure Scour of middle and upper banks by currents Local scour Erosion of local lenses or layers of noncohesive sediment Erosion by overbank runoff General bed degradation Headcutting Piping Erosion by navigation waves Erosion by wind waves Erosion by ice and debris gouging General bank instability or susceptibility to mass slope failure
Spatial Application:
Instream Toe Midbank Top of Bank
Hydrologic / Geomorphic Setting
Resistive Redirective Continuous Discontinuous Outer Bend Inner Bend Incision Lateral Migration Aggradation Conditions Where Practice Applies:
Willow posts and poles can be used in most areas in need of revegetation. Those most conducive to this practice are midbank areas on banks with a 1V:2H slope or shallower. Although posts and poles can be planted in the toe and upper bank areas, vigorous growth is rare, due to drowning and desiccation of the poles, respectively.
Complexity:
Low.
Design Guidelines / Typical Drawings:
Willow cuttings should be planted while dormant, and care should be taken to prevent desiccation or dormancy break of cuttings between harvest and planting. Basic considerations for harvest, handling, and contracting for installation of plant materials are available from several sources, including Federal Interagency Stream Restoration Working Group (1998) and the Special Topic: Harvesting and Handling of Woody Cuttings.Poles and posts should be deeply (1 to 2 m (3 to 7 ft)) planted in holes created using an auger or metal "stinger" mounted on a hydraulic hoe, or an excavator bucket. Poles should be planted to such a depth that desiccation does not occur during summer (for sites with water tables lower than the stream) and poles are not undermined by local scour during high flows. Augered holes offer the advantage that soils adjacent to the planted stem are not compacted. Good contact between the plant stem and soils is essential, so holes that do not collapse must be refilled with compacted soil to prevent desiccation of the plants due to air pockets. High flows that occur shortly after planting can ensure collapse of the holes and filling of air pockets. Water jetting, in which stems are rapidly inserted into soils that are locally liquefied using a high-pressure stream of water, offers many advantages over other planting techniques when applied to sandy soils (Drake and Langel, 1998).
Only a small portion of the pole should remain above the surface of the ground – about 80% of the cutting should be buried, to prevent desiccation and ensure good stem to soil contact.
Willow success is governed by soil texture and moisture regime (Pezeshki et al. 1998). Workers in drier climates have stressed the importance of planting Willow posts deeply enough to maintain contact with groundwater throughout the growing season (Swenson and Mullins, 1985). Evaluation of a large-scale Willow planting project in northwest Mississippi highlighted the success of Willow posts planted in middle-bank elevations (Watson et al., 1997), while those at the bank toe died due to excessive moisture and those at top bank experienced low survival due to droughty conditions (Shields et al., 1998). Although the cuttings need moisture for survival, evidently they lack the arenchymous tissue found in wetland plants grown from seed, and any level of soil moisture leading to oxidation-reduction potential (Eh) less than about 200 mV is extremely detrimental. Ideal conditions for survival and growth involve abundant soil moisture, but well-drained conditions that produce levels of soil Eh > 350 mV.
Willow planting schemes must specify a standard spacing. Generally, cuttings are planted in denser arrays than those typical of mature plants, in order to reduce near-bank velocities to non-erosive levels. Accordingly, only 40 to 50% survival may provide acceptable performance if the spatial distribution of survivors is fairly uniform. Laboratory flume experiments indicate that near-bed velocities and shear stresses within an array of erect, emergent posts will be reduced about 50% by a density in which the average distance between adjacent posts is equivalent to the square root of 20 times the stem diameter (Lopez and Garcia 1997, Wilkerson and Watson 2000). Staggered patterns apparently do not offer any greater reduction than uniformly-arranged rows (Wilkerson and Watson 2000).
Willow Posts and Poles Typical Drawing
7. ENVIRONMENTAL CONSIDERATIONS / BENEFITS
Willow species are lead pioneers in riparian zones throughout much of
North America. Once established, they provide cover and create microhabitat
conditions conducive to colonization by endemic native species that comprise
the riparian community. Functional riparian zones provide habitats for a
wide range of aquatic and terrestrial plants and animals, generally improve
bank stability, mediate water quality, and improve visual resources.
8. HYDRAULIC LOADING
Allen and Leach (1997) report velocities of 2 m/sec (6.6 ft/sec) sustained by
Willow cuttings.
9. COMBINATION OPPORTUNITIES
Willow posts and poles are excellent additions to any technique that
requires excavation, particularly when the depth and location of the excavation
intercepts soils conducive to Willow growth. Willow posts and poles may be
inserted into stone or soil backfill and thus become incorporated with the
structure as they root. They can also be incorporated into many techniques
during construction (See Techniques: Vegetated
Riprap, Vegetated
Gabions), and can be planted in the keyways of many structures.
When placed along a channel with perennial flow, Willows generally will not
survive when planted at the toe, but may serve as short-term sacrificial
protection for plantings at higher elevations. If permanent protection is
needed, however, structural measures like stone toe are recommended.
10. ADVANTAGES
Willow posts and poles are inexpensive to acquire, install, and maintain.
Willow posts and poles provide long-term protection .
Willows generally do not grow into the stream or above the top of bank.
The mature willows provide canopy cover for aquatic and terrestrial fauna, which also lowers stream temperatures.
Aquatic and terrestrial habitat is provided and/or improved.
11. LIMITATIONS
Willow posts and poles have higher survival rates when planted during their dormant season, so planning should be adjusted accordingly when possible.
Optimum stabilization is not achieved until the Willows become established, typically at least one season after installation, although they provide some reinforcement immediately following installation.
12. MATERIALS AND EQUIPMENT
Willow poles, approximately 5-15 cm (2-6 in) in diameter, and 1.8-3 m (6-10
ft) in length. Equipment for digging planting holes; optimum equipment is a
backhoe with "Waterjet Stinger," normal Stinger or auger, but an
excavator bucket can also be used effectively.
13. CONSTRUCTION / INSTALLATION
Poles and posts should be deeply (1 to 2 m (3 to 7 ft)) planted in holes created using a metal "stinger" mounted on a hydraulic hoe, or an auger.
14. COST
Reported costs range from $2 to $8 per pole or post, including harvesting, transporting, and installing plant materials. Cost will depend on cost of labor in your area, and distance from Willow harvesting area to your site.
15. MAINTENANCE / MONITORING
Willow posts should be inspected for vigor, dehydration, and animal browsing
problems, and remedial action taken as necessary.
16. COMMON REASONS / CIRCUMSTANCES FOR FAILURE
Dessication and browsing are the two biggest reasons for failure. Often,
Willow post installations need to be fenced for a year or so, especially
in agricultural areas, to allow the Willows to get established. Willows
that are not planted deeply enough, have too much of their stem exposed,
or do not have good stem to soil contact can dry out and die before getting
established.
17. CASE STUDIES AND EXAMPLES
Cedar Creek
Scour was occurring on an outer bend of Cedar Creek in Northern California , which was causing serious erosion that had the potential to impact Highway 299. Riprap was used to armor the bank, and 9 bendway weirs were used to redirect flow away from the sensitive bank. Live stakes were installed at the toe, and willow posts were planted into and around all structures.
Little Topashaw Creek is a fourth-order stream in the Yalobusha River watershed in Chickasaw County, north central Mississippi. A geomorphic evaluation performed immediately prior to construction indicated that the downstream end of the reach was in the aggradational stage V of the of incised channel evolution conceptual model, while the middle part of the reach was stage IV, and the upstream fourth of the reach was still degrading (stage III). In general, concave banks on the outside of meander bends were caving, and sand was accreting on large point bars opposite failing banks. On the outside of bends, eroding banks frequently invaded adjacent cultivated fields, while inside bends and abandoned sloughs were vegetated with a diverse mixture of hardwood trees and associated species. This project was designed to accelerate evolution of the existing system toward a sinuous two-stage channel with wooded berms that could be classified as Stage VI. Bank stabilization structures made from large woody debris instead of stone were placed along the toe of eroding banks.
Two old homesites and a large concrete culvert were obstructing Old 99 creek and had accumulated an estimated 5,000 yd3 of sediment in the creek bottom. This project removed the homesites, culvert, and sediment down to the historic creek bottom, and stabilized the restored channel with a series of 4 rock cross vanes and liberal willow post planting. A second component of this project was the removal of 2 undersized metal culverts and replacement with 3 larger concrete culverts. The upstream bank of the creek was treated with vegetated riprap, as it had been experiencing severe erosion due to scour during high flows.
Please visit the Photo
Gallery for more pictures.
18. RESEARCH OPPORTUNITIES
None identified.
19. REFERENCES
Allen, H. & Leech, J. R. (1997). Bioengineering for Streambank Erosion
Control; Report 1, Guidelines. TR EL-97-8. 90 pp. (pdf)
Drake, L. & Langel, R. (1998). Deep-Planting Willow Cuttings Via Water
Jetting, in D. F. Hayes, (ed.), Engineering approaches to ecosystem
restoration, Proceedings of the 1998 Wetlands Engineering and River
Restoration Conference, published on CD-ROM, American Society of Civil
Engineers, New York, 1998.
Federal Interagency Stream Restoration Working Group (FISRWG) (1998). Stream
Corridor Restoration: Principles, Processes, and Practices. GPO
Item No. 0120-A; SuDocs No. A 57.6/2:EN 3/PT.653. ISBN-0-934213-59-3. (pdf)
Lopez, F. & Garcia, M. (1997). Open-channel flow through simulated
vegetation: Turbulence modeling and sediment transport. Wetlands
Research Program Technical Report WRP-CP-10. pp. 106.
Pezeshki, S. R., Anderson, P. H., & Shields, F. D., Jr. (1998). Effects
of soil moisture regimes on growth and survival of black willow (Salix
nigra) posts (cuttings). Wetlands 18:3 460-470. (pdf)
Schaff, S. D., Pezeshki, S. R., & Shields, F. D. (2002). Effects
of Pre-Planting Soaking on Growth and Survival of Black Willow Cuttings. Restoration
Ecology, Vol. 10, No. 2, pp. 267-274. (pdf)
Shields, F. D., Jr., Pezeshki, S. R., & Anderson, P. (1998). Probable
causes for willow post mortality. In D. F. Hayes (ed.), Engineering
Approaches to Ecosystem Restoration, Proceedings of the 1998 Wetlands
Engineering and River
Swenson, E. A. & Mullins, C. L. (1985). Revegetating riparian trees in southwestern floodplains. Proceedings, North American Riparian Conference, Tucson, AZ, April 16-18, 1985, 135-138.
Watson, C. C., Abt, S. R., & Derrick, D. (1997). Willow posts bank stabilization. Journal of the American Water Resources Association 33(2):293-300.
Wilkerson, G. V. & Watson, C. C.(2000). Flow through rigid streambank vegetation. In R. H. Hotchkiss and M. Glade (eds.) Building Partnerships, Proceedings of the Joint Conference on Water Resources Engineering and Water Resources Planning and Management, Environmental and Water Resources Institute of the American Society of Civil Engineers, Reston, VA. Published on CD-ROM.