A Guide to Bank Restoration Options for Large River Systems: Part II Bioengineering Installation Manual

Total Page:16

File Type:pdf, Size:1020Kb

A Guide to Bank Restoration Options for Large River Systems: Part II Bioengineering Installation Manual A Guide to Bank Restoration Options for Large River Systems: Part II Bioengineering Installation Manual MWMO Watershed Bulletin: 2010-3 Prepared for the MWMO by: Great River Greening A Guide to Bank Restoration Options for Large River Systems: Part II Bioengineering Installation Manual Prepared for the Mississippi Watershed Management Organization by: Great River Greening Contributing Authors: Todd Rexine, Great River Greening Operations Manager Dan Kalmon, Mississippi Watershed Management Organization Planner & Program Manager Daniel Tix, (former) Great River Greening Conservation Director Assistance from: Sol Bijnagte, (former) Landscape Ecologist at Great River Greening Tony Randazzo, (former) Landscape Ecologist at Great River Greening Thank you to the staff from the following organizations: Minnesota DNR, USGS, Mn/DOT, US COE, NRCS, U of M St Anthony Falls, and MNRRA who reviewed various stages of this project as well as provided resources for: the modeling of the river; assembling the bio-engineering and stabilization practices and developing the written guidance. Published by: The Mississippi Watershed Management Organization 1224 Marshall Street NE, Suite 201 Suggested Citation: Minneapolis, Minnesota 55413-0136 Mississippi Watershed Management Organization. 2010. A Guide to Bank Restoration Options for Large River Systems: Part II Bioengineering Installation Manual MWMO Watershed Bulletin 2010-3. 95 pp. (612) 465-8780 (612) 465 8785 fax Front Cover: Riverbank photos near downtown Minneapolis. Clockwise discription starting with background: exposed bedrock in gorge; eroded bank; 10 to 25% vegatated bank; Minneapolis Park and Recreation Board bank www.mwmo.org restoration sites using bioengineering. Photograph by: Daniel Kalmon, Mississippi Watershed Management Organization A Guide to Bank Restoration Options for Large River Systems: Part I Riverbank Restoration Planning Software Prepared for the Mississippi Watershed Management Organization by: LimnoTech Contributing Authors: Todd Redder, LimnoTech Hans Holmberg, LimnoTech Dan Kalmon, Mississippi Watershed Management Organization Daniel Rucinski, LimnoTech Assistance from: Thank you to the staff from the following organizations: Minnesota DNR, USGS, Mn/DOT, US COE, NRCS, U of M St Anthony Falls, and MNRRA who reviewed various stages of this project as well as provided resources for: the modeling of the river; assembling the bio-engineering and stabilization practices and developing the written guidance. Published by: The Mississippi Watershed Management Organization 1224 Marshall Street NE, Suite 201 Suggested Citation: Minneapolis, Minnesota 55413-0136 Mississippi Watershed Management Organization. 2010. A Guide to Bank Restoration Options for Large River Systems: Part I Riverbank Restoration Planning Software MWMO Watershed Bulletin 2010-3. 95 pp. (612) 465-8780 (612) 465 8785 fax Front Cover: Riverbank photos near downtown Minneapolis. Clockwise discription starting with background: exposed bedrock in gorge; eroded bank; 10 to 25% vegatated bank; Minneapolis Park and Recreation Board bank www.mwmo.org restoration sites using bioengineering. Photograph by: Daniel Kalmon, Mississippi Watershed Management Organization Abstract The Mississippi Watershed Management Organization (MWMO) has developed a guidance document and planning software for bank restoration on large river systems. Physical characteristics of the riverbank, along with predicted shear stresses across a full range of flows, are used to classify and recommend bio-engineering applications that restore and protect the riverbanks of the Mississippi River. This effort included: writing an installation manual, field surveys and data collection, modeling, and data synthesis. Field surveys were conducted to collect information on bank profiles and slope, vegetative cover, soil type, and existing structures or protection measures. Two-dimensional hydrodynamic modeling of the Mississippi River from the Hwy 694 bridge to Ford Dam has been conducted to assess shear stress and critical bank elevations. Planning software was also developed to allow property owners to select locations, review physical data and modeling results, and choose applicable bio-engineering options for their site. The MWMO anticipates further development and application of this tool, in cooperation with local and state authorities, as a planning resource other organizations can replicate and utilize for TMDLs and Implementation Plans. 1224 Marshall Street NE, Suite 201 Minneapolis, Minnesota 55413 (651) 287 0948 (651) 287 1308 fax www.mwmo.org NOTICE: The Mississippi Watershed Management Organization, Great River Greening, and LimnoTech Inc are not liable for damages or losses that may result from the installation of any of the recommended practices in this guidance manual. It is the landowners’ responsibility to assure that the practices installed on their sites do not result in damages or losses to persons or property. This guidance manual provides a range of restoration options for various sites based on a generalized classification of the riverbanks within the MWMO. It is meant to provide landowners with a list of potential riverbank restoration practices. Landowners must conduct any analysis needed to determine which of these practices, if any, are suitable for installation on their sites given site specific characteristics. A Guide to Bank Restoration Options for Large River Systems: Part II bioengineering installation manual Table of Contents Purpose of the Guide ......................................................................................................................................................... 4 Introduction ......................................................................................................................................................................... 4 Mississippi River Dynamics............................................................................................................................................... 6 Assessing Riverbank Zones ............................................................................................................................................... 8 How to Recognize Bank Stability Problems ................................................................................................................. 10 What is Working Along the River .................................................................................................................................. 11 Steps to a Successful Project ........................................................................................................................................... 13 Case Studies ....................................................................................................................................................................... 20 Slope Restoration, St.Croix River, Lakeland, MN .................................................................................................. 20 Bank Restoration, Vermillion River, Hastings, MN ............................................................................................... 21 Toe Restoration, St. Croix River, Lake St. Croix Beach, MN .............................................................................. 22 Technical Sheets: River Bank Restoration Solutions ............................................................................................. 23 Technical Sheet 1: Vegetated Erosion Control Blanket .................................................................................. 24 Technical Sheet 2: Bio-logs .................................................................................................................................. 26 Technical Sheet 3: Live Stakes ............................................................................................................................. 28 Technical Sheet 4: Live Fascines ......................................................................................................................... 30 Technical Sheet 5: Brush Mattress ...................................................................................................................... 32 Technical Sheet 6: Tree Revetments ................................................................................................................... 36 Technical Sheet 7: Vegetated Geogrids .............................................................................................................. 40 Technical Sheet 8: Rootwads ............................................................................................................................... 42 Technical Sheet 9: Crib walls ............................................................................................................................... 46 Technical Sheet 10: Riprap with Live Stakes ..................................................................................................... 48 Technical Sheet 11: Rock Barbs with Live Stakes ............................................................................................ 50 Technical Sheet 12: Gabions with Live Stakes .................................................................................................. 54 Technical Sheet 13: Retaining Walls ................................................................................................................... 56 Technical Sheet 14: Soft Armor Walls ..............................................................................................................
Recommended publications
  • BIG RIVER ECOSYSTEM: Program 2
    BIG RIVER ECOSYSTEM: A Question of Net Worth PURPOSE To explore biodiversity at the ecosystem level. KERA CONNECTIONS to Life Science Program 2 Core Content: Structure and Function in Living Systems Academic Expectations: 2.2 Patterns, 2.3 Systems, 2.4 Models & Scale ANSWERS TO Process Skills: Observation, Modeling aFIELD NOTES OBJECTIVES 1. In a hot and hostile environment, Students should be able to: the evaporated water cannot be 1.identify five “big river” organisms incorporated into living cells (as 2.construct a diagram showing interactions between living and we know them). nonliving parts of an ecosystem 2. An extremely cold environment, 3. discuss factors that affect the level of biodiversity in their river basin. or frozen desert, does not allow cells to utilize water. VOCABULARY 3. Answers will vary but should Teachers may wish to discuss the following terms: display logical flow of water and aquatic, commercial, ecosystem, water cycle and watershed. allow for recirculation in a loop. 4. Arteries and veins. aFIELD NOTEBOOK 5. A pumping heart. Ideas for Teachers 6. Diagram A shows many different A. Develop a concept map for the water cycle. Include these items in types of ecosystems in close the concept map: clouds, groundwater, apple tree, stream, precipita- proximity. tion, condensation, evaporation, harvest mouse, snowflakes, sun and 7. Add a watering hole, plant a humans. What other cycles are needed to maintain an ecosystem? miniature forest, create a B. Biospheres, containing algae, brine shrimp and water, are often meadow of wildflowers. Most shown in advertisements. Analyze how the biosphere is self-main- importantly, break up a monocul- taining.
    [Show full text]
  • Lesson 4: Sediment Deposition and River Structures
    LESSON 4: SEDIMENT DEPOSITION AND RIVER STRUCTURES ESSENTIAL QUESTION: What combination of factors both natural and manmade is necessary for healthy river restoration and how does this enhance the sustainability of natural and human communities? GUIDING QUESTION: As rivers age and slow they deposit sediment and form sediment structures, how are sediments and sediment structures important to the river ecosystem? OVERVIEW: The focus of this lesson is the deposition and erosional effects of slow-moving water in low gradient areas. These “mature rivers” with decreasing gradient result in the settling and deposition of sediments and the formation sediment structures. The river’s fast-flowing zone, the thalweg, causes erosion of the river banks forming cliffs called cut-banks. On slower inside turns, sediment is deposited as point-bars. Where the gradient is particularly level, the river will branch into many separate channels that weave in and out, leaving gravel bar islands. Where two meanders meet, the river will straighten, leaving oxbow lakes in the former meander bends. TIME: One class period MATERIALS: . Lesson 4- Sediment Deposition and River Structures.pptx . Lesson 4a- Sediment Deposition and River Structures.pdf . StreamTable.pptx . StreamTable.pdf . Mass Wasting and Flash Floods.pptx . Mass Wasting and Flash Floods.pdf . Stream Table . Sand . Reflection Journal Pages (printable handout) . Vocabulary Notes (printable handout) PROCEDURE: 1. Review Essential Question and introduce Guiding Question. 2. Hand out first Reflection Journal page and have students take a minute to consider and respond to the questions then discuss responses and questions generated. 3. Handout and go over the Vocabulary Notes. Students will define the vocabulary words as they watch the PowerPoint Lesson.
    [Show full text]
  • Paseo De Las Iglesias Santa Cruz River Ecosystem Restoration Feasibility Study
    Paseo de las Iglesias Santa Cruz River Ecosystem Restoration Feasibility Study Jennifer Becker, CFM & Thomas Helfrich, Project Manager of Pima County Flood Control District, Water Resources Division In partnership with the US Army Corps of Engineers (USACE) Good morning ladies and gentlemen. My name is Jennifer Becker. I’m a Program Coordinator with the Pima County Flood Control District, Water Resources Division and I will be presenting the results of the Paseo de las Iglesias Feasibility Study. This study is a joint effort by the Pima County Flood Control District and the US Army Corps of Engineers to determine if the Federal Government can share the costs of restoring the ecosystem along the the Santa Cruz River in south-central Tucson. Æ Next slide 1 SOME STAKEHOLDERS AND PARTICIPANTS Pima County State and federal agencies ¾ Department of Transportation Pima Association of Governments ¾ Cultural Resources San Xavier Nation, Tohono ¾ Natural Resources, Parks and O’odham Nation Recreation ¾ Real Property Local environmental organizations City of Tucson Local and national consulting ¾ Rio Nuevo companies ¾ Tucson Origins Cultural Park University of Arizona ¾ Economic Development Pima Community College ¾ Parks and Recreation ¾ Transportation Engineering Local neighborhood groups ¾ Comprehensive Planning Citizens In additions to the FCD & USACE, other participating stakeholders include various departments in Pima County and City of Tucson government, Arizona Department of Game and Fish, US Fish and Wildlife, local colleges & universities, local Indian Nations, environmental organizations, consulting companies, and individual citizens and citizen groups. Æ Next slide 2 Today’s Presentation • Study Area • Problem Summary • Public Involvement • Project Objectives • Study Considerations • Project Alternatives • Recommended Plan • Proposed Schedule • Documents and Contacts Today I would like to summarize the plan formulation process and present the findings of the study, including a description of the recommended plan to help to restore a functioning ecosystem.
    [Show full text]
  • The Grand Bank's Southeast Shoal Concentrates the Highest Overall
    Template for Submission of Scientific Information to Describe Areas Meeting Scientific Criteria for Ecologically or Biologically Significant Marine Areas Title/Name of the area: Southeast Shoal, Grand Bank Presented by (Daniela Diz, WWF-Canada, Sr. Marine Policy Officer, [email protected]; tel: +1.902.482.1105, ext. 35) Abstract (in less than 150 words) The Grand Bank’s Southeast Shoal concentrates the highest overall benthic biomass of the Grand Banks. It also presents: a unique offshore capelin spawning and yellowtail nursery grounds, unique shallow, sandy habitat, cetacean and seabird aggregation and feeding grounds, American plaice nursery habitat, a spawning ground for the depleted Atlantic cod, reproduction area for striped wolffish, and unique populations of blue mussels and wedge clams. This area has been previously identified as an EBSA by DFO in Canada, and as a Vulnerable Marine Ecosystem (VME) indicator element by NAFO. Introduction (To include: feature type(s) presented, geographic description, depth range, oceanography, general information data reported, availability of models) The Southeast Shoal (area east of 51o W and south of 45oN) extends to the edge of the Grand Bank off Newfoundland. It straddles between areas of national jurisdiction and the high seas. Its unique features provide essential habitat for a number of species, playing an important role in the productivity of the Grand Banks ecosystems, which has sustained exceptionally abundant and commercially valuable marine life for centuries. It comprises a relict beach ecosystem containing unusual offshore populations of blue mussel and wedge clam, and offshore capelin spawning ground. The area is also important for threatened and/or declining species, given the currently severely altered state of the Northwest Atlantic ecosystem and the importance of the area as a nursery habitat for cod, home to an offshore spawning population of capelin (an important forage species for groundfish), a discrete population of humpback whales, and migrating leatherback and loggerhead turtles.
    [Show full text]
  • The Biology and Management of the River Dee
    THEBIOLOGY AND MANAGEMENT OFTHE RIVERDEE INSTITUTEofTERRESTRIAL ECOLOGY NATURALENVIRONMENT RESEARCH COUNCIL á Natural Environment Research Council INSTITUTE OF TERRESTRIAL ECOLOGY The biology and management of the River Dee Edited by DAVID JENKINS Banchory Research Station Hill of Brathens, Glassel BANCHORY Kincardineshire 2 Printed in Great Britain by The Lavenham Press Ltd, Lavenham, Suffolk NERC Copyright 1985 Published in 1985 by Institute of Terrestrial Ecology Administrative Headquarters Monks Wood Experimental Station Abbots Ripton HUNTINGDON PE17 2LS BRITISH LIBRARY CATALOGUING-IN-PUBLICATIONDATA The biology and management of the River Dee.—(ITE symposium, ISSN 0263-8614; no. 14) 1. Stream ecology—Scotland—Dee River 2. Dee, River (Grampian) I. Jenkins, D. (David), 1926– II. Institute of Terrestrial Ecology Ill. Series 574.526323'094124 OH141 ISBN 0 904282 88 0 COVER ILLUSTRATION River Dee west from Invercauld, with the high corries and plateau of 1196 m (3924 ft) Beinn a'Bhuird in the background marking the watershed boundary (Photograph N Picozzi) The centre pages illustrate part of Grampian Region showing the water shed of the River Dee. Acknowledgements All the papers were typed by Mrs L M Burnett and Mrs E J P Allen, ITE Banchory. Considerable help during the symposium was received from Dr N G Bayfield, Mr J W H Conroy and Mr A D Littlejohn. Mrs L M Burnett and Mrs J Jenkins helped with the organization of the symposium. Mrs J King checked all the references and Mrs P A Ward helped with the final editing and proof reading. The photographs were selected by Mr N Picozzi. The symposium was planned by a steering committee composed of Dr D Jenkins (ITE), Dr P S Maitland (ITE), Mr W M Shearer (DAES) and Mr J A Forster (NCC).
    [Show full text]
  • Cumulative Effective Stream Power and Bank Erosion on the Sacramento River, California, Usa1
    JOURNAL OF THE AMERICAN WATER RESOURCES ASSOCIATION AUGUST AMERICAN WATER RESOURCES ASSOCIATION 2006 CUMULATIVE EFFECTIVE STREAM POWER AND BANK EROSION ON THE SACRAMENTO RIVER, CALIFORNIA, USA1 Eric W. Larsen, Alexander K. Fremier, and Steven E. Greco2 ABSTRACT: Bank erosion along a river channel determines the INTRODUCTION pattern of channel migration. Lateral channel migration in large alluvial rivers creates new floodplain land that is essential for Natural rivers and their surrounding areas consti- riparian vegetation to get established. Migration also erodes tute some of the world’s most diverse, dynamic, and existing riparian, agricultural, and urban lands, sometimes complex terrestrial ecosystems (Naiman et al., 1993). damaging human infrastructure (e.g., scouring bridge founda- Land deposition on the inside bank of a curved river tions and endangering pumping facilities) in the process. channel is a process that creates opportunities for Understanding what controls the rate of bank erosion and asso- vegetation to colonize the riparian corridor (Hupp and ciated point bar deposition is necessary to manage large allu- Osterkamp, 1996; Mahoney and Rood, 1998). Point vial rivers effectively. In this study, bank erosion was bar deposition and outside bank erosion are tightly proportionally related to the magnitude of stream power. Linear coupled. These physical processes (which constitute regressions were used to correlate the cumulative stream channel migration) maintain ecosystem heterogeneity power, above a lower flow threshold, with rates of bank erosion in floodplains over space and time (Malanson, 1993). at 13 sites on the middle Sacramento River in California. Two Channel migration structures and sustains riparian forms of data were used: aerial photography and field data.
    [Show full text]
  • Defining the Moment of Erosion
    Earth Surface Processes and Landforms EarthDefining Surf. the Process. moment Landforms of erosion 30, 1597–1615 (2005) 1597 Published online in Wiley InterScience (www.interscience.wiley.com). DOI: 10.1002/esp.1234 Defining the moment of erosion: the principle of thermal consonance timing D. M. Lawler* School of Geography, Earth and Environmental Sciences, The University of Birmingham, Birmingham B15 2TT, UK *Correspondence to: Abstract D. M. Lawler, School of Geography, Earth and Geomorphological process research demands quantitative information on erosion and deposi- Environmental Sciences, tion event timing and magnitude, in relation to fluctuations in the suspected driving forces. University of Birmingham, This paper establishes a new measurement principle – thermal consonance timing (TCT) Birmingham B15 2TT. – which delivers clearer, more continuous and quantitative information on erosion and E-mail: [email protected] deposition event magnitude, timing and frequency, to assist understanding of the controlling mechanisms. TCT is based on monitoring the switch from characteristically strong tempera- ture gradients in sediment, to weaker gradients in air or water, which reveals the moment of erosion. The paper (1) derives the TCT principle from soil micrometeorological theory; (2) illustrates initial concept operationalization for field and laboratory use; (3) presents experimental data for simple soil erosion simulations; and (4) discusses initial application of TCT and perifluvial micrometeorology principles in the delivery of timing solutions for two bank erosion events on the River Wharfe, UK, in relation to the hydrograph. River bank thermal regimes respond, as soil temperature and energy balance theory pre- dicts, with strong horizontal thermal gradients (often >>>1Kcm−−−1 over 6·8 cm).
    [Show full text]
  • Stream Visual Assessment Manual
    U.S. Fish & Wildlife Service Stream Visual Assessment Manual Cane River, credit USFWS/Gary Peeples U.S. Fish & Wildlife Service Conasauga River, credit USFWS Table of Contents Introduction ..............................................................................................................................1 What is a Stream? .............................................................................................................1 What Makes a Stream “Healthy”? .................................................................................1 Pollution Types and How Pollutants are Harmful ........................................................1 What is a “Reach”? ...........................................................................................................1 Using This Protocol..................................................................................................................2 Reach Identification ..........................................................................................................2 Context for Use of this Guide .................................................................................................2 Assessment ........................................................................................................................3 Scoring Details ..................................................................................................................4 Channel Conditions ...........................................................................................................4
    [Show full text]
  • The Pecos River Ecosystem Project Progress Report
    2004 The Pecos River Ecosystem Project Progress Report Charles R. Hart, Ph.D. Assoc. Professor and Extension Range Specialist Texas Cooperative Extension The Texas A&M University System Background of Situation Saltcedar (Tamarix spp.) is an introduced phreatophyte in western North America. The plant was estimated to occupy well over 600,000 ha of riparian acres in 1965 (Robinson 1965). Saltcedar is a vigorous invader of riparian, rangeland, and moist pastures. Saltcedar was introduced into the United States as an ornamental in the early 1800's. In the early 1900's, government agencies and private landowners began planting saltcedar for stream bank erosion control along such rivers as the Pecos River in New Mexico. The plant has spread down the Pecos River into Texas and is now known to occur along the river south of Interstate 10. More recently the plant has become a noxious plant not only along rivers and their tributaries, but also along irrigation ditch banks, low-lying areas that receive extra runoff accumulation, and areas with high water tables. In addition, many CRP acres in central Texas are being invaded with saltcedar. Saltcedar is a prolific seeder over a long period of time (April through October). Early seedling recruitment is very slow but once established, seedlings grow faster than native plants (Tomanek and Ziegler 1960). Once mature the plant becomes well established with deep roots that occupy the capillary zone above the water table with some roots in the zone of saturation (Schopmeyer 1974). The plant can quickly dominate an area, out-competing native plants for sunlight, moisture, and nutrients.
    [Show full text]
  • Modification of Meander Migration by Bank Failures
    JournalofGeophysicalResearch: EarthSurface RESEARCH ARTICLE Modification of meander migration by bank failures 10.1002/2013JF002952 D. Motta1, E. J. Langendoen2,J.D.Abad3, and M. H. García1 Key Points: 1Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Illinois, USA, • Cantilever failure impacts migration 2National Sedimentation Laboratory, Agricultural Research Service, U.S. Department of Agriculture, Oxford, Mississippi, through horizontal/vertical floodplain 3 material heterogeneity USA, Department of Civil and Environmental Engineering, University of Pittsburgh, Pittsburgh, Pennsylvania, USA • Planar failure in low-cohesion floodplain materials can affect meander evolution Abstract Meander migration and planform evolution depend on the resistance to erosion of the • Stratigraphy of the floodplain floodplain materials. To date, research to quantify meandering river adjustment has largely focused on materials can significantly affect meander evolution resistance to erosion properties that vary horizontally. This paper evaluates the combined effect of horizontal and vertical floodplain material heterogeneity on meander migration by simulating fluvial Correspondence to: erosion and cantilever and planar bank mass failure processes responsible for bank retreat. The impact of D. Motta, stream bank failures on meander migration is conceptualized in our RVR Meander model through a bank [email protected] armoring factor associated with the dynamics of slump blocks produced by cantilever and planar failures. Simulation periods smaller than the time to cutoff are considered, such that all planform complexity is Citation: caused by bank erosion processes and floodplain heterogeneity and not by cutoff dynamics. Cantilever Motta, D., E. J. Langendoen, J. D. Abad, failure continuously affects meander migration, because it is primarily controlled by the fluvial erosion at and M.
    [Show full text]
  • Abandoned Channels (Avulsions)
    Musselshell BMPs 1 Abandoned Channels (Avulsions) Applicability The following Best Management Practices (“BMPs”) summarize several recommended approaches to managing abandoned channels within the Musselshell River stream corridor. The information is based upon the on- site evaluation of floodplain features and discussions with producers, and is intended for producers and residents who are living or farming in areas where abandoned channel segments exist. Description Perhaps the most dramatic 2011 flood Figure 1. 2011 avulsion, Musselshell River. impact on the Musselshell River was the number of avulsions that occurred over the period of a few weeks. An “avulsion” is the rapid formation of a new river channel across the floodplain that captures the flow of the main channel thread. River avulsions typically occur when rivers find a relatively steep, short flow path across their floodplain. When floodwaters re- enter the river over a steep bank, they form headcuts that migrate upvalley, creating a new channel, causing intense erosion, and sending a sediment slug downswtream. If the new channel completely develops, it can capture the main thread, resulting in a successful avulsion. If floodwaters recede before the new channel is completely formed, or if the floodplain is resistant to erosion, the avulsion may fail. From near Harlowton to Fort Peck Reservoir, 59 avulsions occurred on the Musselshell in the spring of 2011, abandoning a total of 39 miles of channel. The abandoned channel segments range in length from 280 feet to almost three miles. One of the reasons there were so many avulsions on the Figure 2. Upstream-migrating headcuts showing Musselshell River in 2011 is because the floodwaters stayed creation of avulsion path, 2011.
    [Show full text]
  • Collapsible Soils Chashma Right Bank Canal
    Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1984) - First International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 08 May 1984, 10:15 am - 5:00 pm Collapsible Soils Chashma Right Bank Canal Izharul Haq WAPDA, Pakistan Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Haq, Izharul, "Collapsible Soils Chashma Right Bank Canal" (1984). International Conference on Case Histories in Geotechnical Engineering. 5. https://scholarsmine.mst.edu/icchge/1icchge/1icchge-theme3/5 This work is licensed under a Creative Commons Attribution-Noncommercial-No Derivative Works 4.0 License. This Article - Conference proceedings is brought to you for free and open access by Scholars' Mine. It has been accepted for inclusion in International Conference on Case Histories in Geotechnical Engineering by an authorized administrator of Scholars' Mine. This work is protected by U. S. Copyright Law. Unauthorized use including reproduction for redistribution requires the permission of the copyright holder. For more information, please contact [email protected]. Collapsible Soils Chashma Right Bank Canal lzharul Haq Director Design, WAPDA Pakistan SYNOPSIS: In 1979-81 a stretch of 10 miles of Chashma Right Bank Canal was excavated and double layer brick tile lining was done. The lining was cured by flooding it with water through open drains made on either berm of lining. A couple of months after the completion of the lining, horizontal cracks were observed on either bank. Field density, moisture measurements, Soil classification and double Oedometer tests were performed. In situ water pending tests were also cond­ ucted.
    [Show full text]