Coir Block System (fabric attached coir block) add New Dimension to Streambank Stabilization Projects

Similar documents
Innovative Green Technology for Eroded Stream Bank Restoration

Improved Innovative Streambank Restoration Techniques. Udare Santha Lanka Santha, P.E. RoLanka International, Inc.

Applications of Coir Fibre Products in Environmental Erosion & Sediment Control and Restoration

Bio-Engineering Techniques to Revegetate Streambanks

Coir Fibers Help Strengthen Environmentally-Friendly Golf Course Stream Restoration Project

Banking on Natural Fibers Products made from coir and jute play a key role in stabilizing a restored stream for a commercial stream mitigation bank.

Biotechnical streambank stabilization

DITCH BANK STABILIZATION TECHNIQUES

511 - RIP RAP - OPSS 511 ROCK PROTECTION - OPSS 511 GRAVEL SHEETING - OPSS 511 GEOTEXTILE - OPSS 511

EROSION & SEDIMENT CONTROL

COIR GEOTEXTILES. Er. Sheela Mary Cherian, M.Tech, Assistant Executive Engineer. Woven coir netting / Mesh matting used as geotextiles

Soil bioengineering and ecological

USING PLANTS TO STABILIZE STREAM BANKS

VEGETATED SLOPE STABILIZATION DESCRIPTION APPLICABILITY. Advantages

5 TH ANNUAL CAPE COASTAL CONFERENCE

Vegetating Disturbed Road & Stream Banks. By Mike Fournier NRCS Resource Conservationist

Guidelines for Streambank Protection

CI/SfB (11.1) (11.3) Common Arrangement R12. Uniclass D1372/L141. Landlok. Bio-degradable Erosion Control. Geosynthetics

Geosynthetics for Erosion Control and Reinforcement

Introduction. Functions of Non woven Geotextile (TechGeo) Separation. Filtration. Drainage. Containment. Tech Geo. . Geotextile Overview

Bioengineered designs

Civil engineering Fibertex Geotextiles

East Coast Erosion Blankets

PERMANENT SEEDING. Overview of Sedimentation and Erosion Control Practices. Practice no. 6.11

Structural Storm Water Best Management Practices (BMPs)

B511 - RIP-RAP, ROCK PROTECTION AND GRANULAR SHEETING - OPSS 511

FOR PROJECTS INITIATED AFTER FEBRUARY 1, 2010 REVISION 1 ITEM 709 TRIANGULAR FILTER FABRIC FENCE

FirstLight Power Shoreline Management Manual Sustainable Shoreline Designs: From Long Island to Lake Erie Webinar Series

A comparison of Traditional and Prefabricated Encapsulated Soil Lifts

GEOWEB slope & shoreline protection OVERVIEW

A DIVISION OF L & M SUPPLY EROSION CONTROL BLANKETS, WATTLES AND LOGS

HIGH PERFORMANCE COAL COMBUSTION RESIDUAL (CCR) SOLUTIONS

EARTH STABILIZATION GEOSYNTHETIC SOLUTIONS

Section Specification for Geotextile Used in Permanent Erosion Control Application

Bioengineering Shoreline Protection

What Are Some Ways Erosion Can Be Managed?

Streambank Protection (SP)

Alternate Green Stream Bank Stabilization Methods

HOW TO CONTROL STREAMBANK EROSION

HYDRAULIC DESIGN involves several basic

STREAM ALTERATION PRACTICES

A Revolutionary Green Alternative to Hard Armor

Biodegradabale Soil Blankets Installation Technique

D RAFT MEMORANDUM CURRENT PLANTING TECHNIQUES. Technique 1: Bioengineered Brush Layering. To: Date: January 20, 2016

Natural Shorelines. for Inland Lakes. A Landowner s Guide to using. to STABLIZE SHORELINES, Michigan s inland lakeshore.

Technical Supplement 14D. Geosynthetics in Stream Restoration. (210 VI NEH, August 2007)

J. K. Gupta, Scientist D, Bureau of Indian Standards

Coir (Coconut Fiber) An Abundant Natural Fiber Resource to Save the Earth, its Waters and Wetlands. RoLanka International, Inc.

Lake Shoreline Stabilization Techniques

Stream Restoration: Working with Nature?

Stream Restoration: Working with Nature? Greg Jennings, PhD, PE

Shoreline Stabilization Using Wetland Plants and Bioengineering

Alternative Names: Erosion Control Matting, Erosion Control Netting, Rolled Erosion Control Products (RECP)

2014 HDR 2014 Architecture, HDR, Inc., all all rights reserved. reserved.

Civil engineering Fibertex Geotextiles

CI/SfB (16)(17) Common Arrangement D11 Uniclass L1411/ L132/ L6634. Woven Polypropylene Geotextiles.

FURNEAUX CREEK 5 CHANNEL

ACTIVITY: Geotextiles ES 12

G E O T E X T I L E S

CHAPTER 4 EXPERIMENTAL WORK 4.1 GENERAL

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

SECTION SOIL BIOENGINEERING OR SHORELINE STABILIZATION

Town of Essex Small Site Erosion Control Guide

SECTION PLANTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS

Introduction To Geosynthetics In Transportation

The Toe Wood Structure

APPLICATIONS IN FILTRATION AND DRAINAGE & EROSION CONTROL

Section 714. GEOTEXTILE AND GEOCOMPOSITE DRAIN MATERIAL

to hard armor

Sustainable Solutions for Bank and Slope Restoration. Andy Carrigan Central Region Manager & Living Walls Filtrexx International

Evolution of Filtrexx Living Walls. A Closer Look at Our GreenLoxx Living Wall Systems.

STREAM BANK STABILIZATION THORPS MORTIMER RECREATION AREA Grandfather Ranger District SITE LOCATION & DRAINAGE AREA

Geotextile Pipeline Weights

Department of Agriculture. Conservation Service. United States. Natural Resources REVISED 8/26/16

Salix Coir Rolls. Building with Nature

Wisconsin NRCS Direct Volume Method Bank Recession Rate Categorizations

Property. Line. Fence. Plantings. Vegetated Buttress. With Sun Tolerant. Vegetated Terrace. Tolerant Plantings Existing

Juneau Watershed Partnership

Rhyno. Woven Polypropylene Geotextiles. Geosynthetics Limited

AASHTO M Subsurface Drainage

Erosion Control. A guide to ABG surface erosion protection methods

Bowling Green, Kentucky Stormwater Best Management Practices (BMPs) Erosion Prevention Practices (EPPs) Activity: Nets and Mats (N and M)

The Natural Choice for Erosion Control Products

Stream Bank Erosion: Soil Bioengineering Solutions

E R O S I O N C O N T R O L

Charudatta R. Prayag Deputy Director Ahmedabad Textile Industry s Research Association Ahmedabad

Industrial Fiberglass Specialties, Inc. 521 Kiser Street Dayton, OH Tel: Fax:

THE OBJECTIVES OF ROUTINE ROAD CUTS AND FILLS

Montana Stream Permitting

Woven Polypropylene Geotextiles

SUBGRADE IMPROVEMENT OF CLAYEY SOIL WITH THE USE OF GEOTEXTILES

Fortrac 3D Geogrid. High-Tensile Anti-Slip Reinforcement with Soil Retention Function

Stormwater Standards. Clackamas County Service District No. 1. Planting Guide for Buffers

CHAPTER 5. Soil Bioengineering Techniques

Urban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT

11/21/2016. STABILIZING EFFECTS OF TREE ROOTS Dependent on Species, Soils, Geology, Hydrology & Slope Moderately Deep Soils Shallow Soils EXAMPLE OF C

Fibr edust LLC. Special Introduction. 30 New Lane Cromwell CT USA P F

Soil Bioengineering-An Erosion Prevention Technique Applicable to Low-Volume Roads

DUCTING & VACUUM HOSE

Usage of Woven Geo-Textiles in the Construction Subgrade in Flexible Pavements

Transcription:

Coir Block System (fabric attached coir block) add New Dimension to Streambank Stabilization Projects Using geotextiles to confine soil in lifts between layers of live plants has become an increasingly popular, environmentally-friendly technique for creating a vegetated retaining wall in stabilizing streambanks. A unique, recently-developed biodegradable block system that combines a densely-packed block of coir fiber with a woven coir fabric (Figure 1) is designed to make construction of these encapsulated soil lifts or terraces easier, while producing a stronger, longer-lasting structure at a lower cost. It represents the next generation of this soil bioengineering technique by improving the performance of fabric-wrapped soil lifts. In each case, this unique approach provided a cost-effective way to improve the performance of fabric-wrapped soil lifts. It represents the next generation of this soil bioengineering technique, says Lanka Santha, P.E., who developed the system. Figure 1. BioD-Block system Building the lifts In many situations, fabric-wrapped soil lifts offer a much more natural alternative to hard armor practices, like concrete, gunnite or rock rip rap, to protect streambanks from erosion. This approach restores streambank in a way that blends in with the site and improves habitat for fish and wildlife. Typically, the soil lifts are constructed by placing soil on top of a portion of two horizontal geotextile fabrics. An outer layer of a synthetic geogrid or a suitable biodegradable fabric, such as a coir fabric of twisted coconut fibers woven into a strong mesh, provides high tensile strength to reinforce the soil. An inner

layer of nonwoven coir, burlap or other matting prevents piping of soil fines through the coarser outer fabric. After the soil is compacted, the remaining fabrics are wrapped over the front and top of the soil mass and staked in place. These lifts are built one on top of another and set back to form a geotextile retaining wall. Live plant cuttings, usually dormant willows, are placed between the layers, protruding from the face of the constructed bank. These branches reduce the shear stress on the face of the bank. The cuttings plus the static weight of the wrapped soil lifts produce a strong structure that is designed to withstand bank shear forces until the vegetation becomes established. As the willows grow, their dense branches help protect the bank from the erosive forces of flowing streams. These branches also provide cover and shade for fish and wildlife. At the same time, the fibrous root systems of the willows bind the soil particles to anchor the lifts. By the time any natural fabric materials degrade, the willows should be well established and stabilizing the bank. In some cases, however, this technique has failed to meet performance expectations. The Alaska Department of Transportation study, published in 2003, which evaluated eleven streambank restoration sites where a geogrid was combined with an inner burlap filter to build fabric-wrapped soil lifts. At one river site, twenty feet or more of the soil lifts had partially collapsed (Figure 2). It appeared that bank ice or spring ice floes had ripped the geogrid apart and soil material had disappeared where the burlap filter had deteriorated. At one creek restoration project, flooding completely destroyed fabric-wrapped soil lifts. Gravel and soil was removed along as much as 20 ft. of the streambank from holes in the burlap fabric in the face of the lifts. Meanwhile, much of the geogrid material was trailing out from the remaining soil lifts. Improvements to the methods and materials used in fabric encapsulated soil lifts should be considered, the report states. Outer fabrics with greater tensile strength and abrasion resistance, or other techniques, should be evaluated for use on streams where ice damage may occur.

Figure 2: Failed soil lift A better way The BioD-Block coir block system is designed to improve the performance of fabric-wrapped soil lift technique. It consists of a coir fiber block made of tightly compressed, long coir fibers and measuring 10 ft. long, 9 in. wide and 16 in. high, and a woven coir fabric. This fabric wrapped around one side and the top and bottom of the block leaving two free ends (Figure 3). As with conventional soil lifts, soil is place on the bottom fabric and covered with other piece of fabric extending back from the top of the block. Unlike, conventional soil slifts, however, the coir block forms the face of the soil lift. Depending on application, the blocks are available in a choice of three fabric lengths to match site conditions. The fabric extends back 16 to 48 inches from the top from 28 to 75 inches from the bottom. Wrapped woven coir fabric in BioD-Block has machine direction dry tensile strength of 1740 lbs per foot and cross direction dry strength of 1176 lbs per foot. Figure 3. Detail coir block system

Advantages of coir blocks over conventional fabric-wrapped soil lifts A sturdier, more durable structure Part of this reflects the coir block. The thick block provides better support and protection for the soil behind it than fabrics alone. What s more, the roots of willows and other vegetation grow into the block, embedding it to the soil and creating a solid, natural protection for the soil mass. The way in which the woven coir fabric is manufactured also contributes to the systems higher performance. The tensile strength in the machine direction contributes to the structural support of the build soil lifts. It is about 40 percent stronger than the cross direction tensile strength of typical coir fabrics used to build soil lifts. The male-female ends of the block produce, strong continuous sections while maintaining structural integrity. The result of all this is stronger, more stable structure with constant layer heights (Figure 4). Figure 4. Streambank with coir block system Stronger joint The male-female ends in the coir block system provide strong continuous sections while maintaining its structural integrity (Figure 5).

Figure 5. Connection in coir block system Faster, easier construction The coir blocks provides a fixed height for the soil layers, greatly reducing the time and effort required to make the soil layers with a more attractive, uniform height. Lower construction costs In most situations, the coir block system eliminates the need for an inner fabric. Also, the ease of construction cuts labor expenses. Wide-ranging versatility The coir block system can be used in a number of different ways to restore streambanks, depending on individual site conditions.