Innovative Methods for Levee Rehabilitation

Innovative Methods for Levee Rehabilitation
Author:
Publisher:
Total Pages: 0
Release: 1998
Genre:
ISBN:

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The Corps of Engineers is responsible for 8,500 miles of levees. Levees are subject to overtopping, current and wave attack, surface erosion due to rainfall, through-seepage, underseepage, and slope instability. Conventional methods of levee rehabilitation are both costly and time consuming. Research is underway to develop new methods of levee rehabilitation. This report covers analytical studies on two-dimensional slope stability analysis of geogrid mechanically stabilized slides and slope remediation using a prefabricated geocomposite drainage system. Results of laboratory studies to determine the effectiveness of short randomly distributed polypropylene fibers in reducing crack development (and shallow surface sliding) in clay slopes are given. Guidelines are presented for applying innovative chemical and physical techniques such as geosynthetic systems, mechanically stabilized soil, soil nailing with geotextiles, gravel trenches, and slide suppressor walls to levee rehabilitation.

Proceedings of the Repair, Evaluation, Maintenance, and Rehabilitation Research Program Workshop on Levee Rehabilitation Held at Vicksburg, Mississippi on 17 March 1992

Proceedings of the Repair, Evaluation, Maintenance, and Rehabilitation Research Program Workshop on Levee Rehabilitation Held at Vicksburg, Mississippi on 17 March 1992
Author:
Publisher:
Total Pages: 150
Release: 1994
Genre:
ISBN:

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Presented are the proceedings of the REMR Workshop on Levee Rehabilitation. The workshop was conducted to stimulate exchange of ideas and information regarding innovative methods for levee rehabilitation, directions for analytical and laboratory research, and possible field demonstrations of innovative methods. Presentations are made on seismic damage to levees, lime stabilization of levee slides, use of geogrids for levee slope repair, use of rockfill trenches to stabilize levees, use of geotextiles for levee construction on soft soils, and soil nailing for slope repair. A copy of available written lectures is included in these proceedings.

Pilot Levee Maintenance Study

Pilot Levee Maintenance Study
Author: California. Department of Water Resources
Publisher:
Total Pages: 50
Release: 1967
Genre: Embankments
ISBN:

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Hydraulic Evaluation of Levee Repair Techniques

Hydraulic Evaluation of Levee Repair Techniques
Author: Syada Iffat Ara
Publisher:
Total Pages: 150
Release: 2012
Genre:
ISBN:

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This project presented the techniques of levee erosion repair and their hydraulic evaluation. For the project purpose a site located at San Joaquin River at River Mile 71.5, Right Bank (SJR RM 71.5R) has been selected. The site is located at as outside bend of a tight meander and is subjected to severe erosion. In this study, a simulation model using HEC-RAS hydraulic model has been performed to determine the existing hydraulic characteristics for the project design flow and 100-year flow and another simulation model has been performed to determine the impact of the repair to the existing system. The design of the erosion site involved alternative analysis and selection of most appropriate repair alternative, determining site existing hydraulic characteristics, determining repair cross-section using hydraulic characteristics, and evaluating impact of the repair on existing system. For alternative analysis, four alternatives have been considered and analyzed, and most feasible alternative - waterside repair (rock slope protection) has been selected as a repair option. Hydraulic characteristics of the River have been determined by using HEC-RAS hydraulic model. Using hydraulic characteristics and physical parameters of the site, the minimum required rock size for the site has been determined by using CHNL PRO software. The repair section for the erosion site has been determined by D50 rock size. As the repair is a waterside repair and is going to encroach into the available conveyance area, a hydraulic analysis is required to evaluate the impact of the repair to the existing system. Once the repair section of the site has been finalized, the impact of the repair to existing system has been analyzed by using HEC-RAS hydraulic model. The results of the analysis show that the repair has very little or insignificant impact on the existing system. If there were any adverse impact on the existing system due to the waterside repair, another alternative other than waterside repair would be considered as a remedy of the erosion problem.

Specialty Construction Techniques for Dam and Levee Remediation

Specialty Construction Techniques for Dam and Levee Remediation
Author: Donald A. Bruce
Publisher: CRC Press
Total Pages: 447
Release: 2017-04-28
Genre:
ISBN: 9781138075566

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Dam and levee remediation has become more prevalent since the start of the twenty-first century. Given the vastness and complexity of the infrastructures involved, keeping up with maintenance needs is very difficult. Major surges in repair are usually triggered by nature's wake-up calls, such as hurricanes, floods, and earthquakes. The challenge has been to develop methods that ensure safe, effective, reliable, and robust solutions for current and future remediation issues. Specialty Construction Techniques for Dam and Levee Remediationpresents the state of practice in North American dam and levee remediation as it relates to the use of specialty geotechnical construction techniques, such as anchors, grouting, cutoff (diaphragm) walls, and deep mixing. The book focuses on the actual construction processes, describing design and performance aspects of remediation where appropriate. Chapters deal with the application of drilling and grouting methods, methods to install mix-in-place (category 2) cutoff structures, excavated and backfilled trenches (category 1), composite cutoff walls, and stabilization using prestressed rock anchors. The book also provides a comprehensive guide to dam and levee instrumentation, covering planning, operating principles, data management, staffing, and automation. As an educational and salutary example of ineffective efforts, the final chapter presents a case history of a series of remediations performed on a single project, which ultimately proved unsuccessful. A wide range of methods has been developed in response to the challenges that arise in the dam and levee remediation arena and the need for a competitive edge. These new methods are designed and monitored using state-of-the-art techniques, giving rise to the emergence of new intensity and initiative in this field. This book captures this transformation by examining the theory and practice of contemporary remedial techniques, using recent U.S. case histories to provide knowledge and inspiration to readers, both in North America and around the world.

Levees and the National Flood Insurance Program

Levees and the National Flood Insurance Program
Author: Committee on Levees and the National Flood Insurance Program Improving Policies and Practices
Publisher: National Academies Press
Total Pages: 249
Release: 2013-08-01
Genre: Science
ISBN: 0309282918

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The Federal Emergency Management Agency's (FEMA) Federal Insurance and Mitigation Administration (FIMA) manages the National Flood Insurance Program (NFIP), which is a cornerstone in the U.S. strategy to assist communities to prepare for, mitigate against, and recover from flood disasters. The NFIP was established by Congress with passage of the National Flood Insurance Act in 1968, to help reduce future flood damages through NFIP community floodplain regulation that would control development in flood hazard areas, provide insurance for a premium to property owners, and reduce federal expenditures for disaster assistance. The flood insurance is available only to owners of insurable property located in communities that participate in the NFIP. Currently, the program has 5,555,915 million policies in 21,881 communities3 across the United States. The NFIP defines the one percent annual chance flood (100-year or base flood) floodplain as a Special Flood Hazard Area (SFHA). The SFHA is delineated on FEMA's Flood Insurance Rate Maps (FIRM's) using topographic, meteorologic, hydrologic, and hydraulic information. Property owners with a federally back mortgage within the SFHAs are required to purchase and retain flood insurance, called the mandatory flood insurance purchase requirement (MPR). Levees and floodwalls, hereafter referred to as levees, have been part of flood management in the United States since the late 1700's because they are relatively easy to build and a reasonable infrastructure investment. A levee is a man-made structure, usually an earthen embankment, designed and constructed in accordance with sound engineering practices to contain, control, or divert the flow of water so as to provide protection from temporary flooding. A levee system is a flood protection system which consists of a levee, or levees, and associated structures, such as closure and drainage devices, which are constructed and operated in accordance with sound engineering practices. Recognizing the need for improving the NFIP's treatment of levees, FEMA officials approached the National Research Council's (NRC) Water Science and Technology Board (WSTB) and requested this study. The NRC responded by forming the ad hoc Committee on Levee and the National Flood Insurance Program: Improving Policies and Practices, charged to examine current FEMA treatment of levees within the NFIP and provide advice on how those levee-elated policies and activities could be improved. The study addressed four broad areas, risk analysis, flood insurance, risk reduction, and risk communication, regarding how levees are considered in the NFIP. Specific issues within these areas include current risk analysis and mapping procedures behind accredited and non-accredited levees, flood insurance pricing and the mandatory flood insurance purchase requirement, mitigation options to reduce risk for communities with levees, flood risk communication efforts, and the concept of shared responsibility. The principal conclusions and recommendations are highlighted in this report.