NCHRP Report 568 – Riprap Design Criteria, Recommended
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Geologically Hazardous Area Assessment
Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 Earth Science + Technology Geologically Hazardous Area Assessment Guemes Channel Trail Extension Anacortes, Washington for Herrigstad Engineering, PS May 16, 2014 600 Dupont Street Bellingham, Washington 98225 360.647.1510 Table of Contents INTRODUCTION AND SCOPE ........................................................................................................................ 1 DESIGNATION OF GEOLOGIC HAZARD AREAS AT THE SITE ..................................................................... 1 SITE CONDITIONS .......................................................................................................................................... 2 Surface Conditions ................................................................................................................................. 2 Geology ................................................................................................................................................... 3 Subsurface Explorations ........................................................................................................................ 4 Subsurface Conditions .......................................................................................................................... 4 Soil Conditions ................................................................................................................................. 4 Groundwater -
Defining Rip-Rap
RAPPIN’ ABOUT DOT CDGRS MPAA RR 17 WARNING The following material may not be suitable for all Districts. Some of the photos used herein have come from people sitting in this room. Our intent here is NOT to offend anyone, but to promote thought and discussion. Names and locations have been withheld to protect the innocent (and the guilty). DEFINING RIP-RAP RIP-RAP: Graded distribution of large size aggregate Rip-rapped ditch DEFINING RIP-RAP The Engineer’s weapon of choice DEFINING RIP-RAP Highway maintenance manager’s idea of roadside beautification DEFINING RIP-RAP Sending interstellar communications DEFINING RIP-RAP Really Inappropriate Placement of Rock Armoring Practices DEFINING RIP-RAP GABIONS – Wire baskets filled with rip-rap RIP RAP • PROPER PLACEMENT • OVER USE • MISUSE • ALTERNATIVES DEFINING RIP-RAP RIP-RAP : A permanent erosion resistant layer made of stones intended to protect soil from erosion in areas of concentrated runoff -EPA GENERAL DESIGN PRINCIPLES •Stone must be hard, durable and angular •Stone must be resistant to weathering and to water action •Stone must be free from overburden, spoil and organic material GENERAL DESIGN PRINCIPLES • Must be well graded from the smallest to the largest size specified instead of one uniform size • The minimum weight of the stone should be 155 lbs/cu-ft RIPRAP SIZE CHART NSA No. MAX D50 MIN V Max R-2 3 in. 1.5 in. 1 in. 4.5 ft/sec R-3 6 in. 3 in. 2 in. 6.5 ft/sec R-4 12 in. 6 in. 3 in. 9.0 ft/sec R-5 18 in. -
GEOTEXTILE TUBE and GABION ARMOURED SEAWALL for COASTAL PROTECTION an ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3
PIANC-World Congress Panama City, Panama 2018 GEOTEXTILE TUBE AND GABION ARMOURED SEAWALL FOR COASTAL PROTECTION AN ALTERNATIVE by S Sherlin Prem Nishold1, Ranganathan Sundaravadivelu 2*, Nilanjan Saha3 ABSTRACT The present study deals with a site-specific innovative solution executed in the northeast coastline of Odisha in India. The retarded embankment which had been maintained yearly by traditional means of ‘bullah piling’ and sandbags, proved ineffective and got washed away for a stretch of 350 meters in 2011. About the site condition, it is required to design an efficient coastal protection system prevailing to a low soil bearing capacity and continuously exposed to tides and waves. The erosion of existing embankment at Pentha ( Odisha ) has necessitated the construction of a retarded embankment. Conventional hard engineered materials for coastal protection are more expensive since they are not readily available near to the site. Moreover, they have not been found suitable for prevailing in in-situ marine environment and soil condition. Geosynthetics are innovative solutions for coastal erosion and protection are cheap, quickly installable when compared to other materials and methods. Therefore, a geotextile tube seawall was designed and built for a length of 505 m as soft coastal protection structure. A scaled model (1:10) study of geotextile tube configurations with and without gabion box structure is examined for the better understanding of hydrodynamic characteristics for such configurations. The scaled model in the mentioned configuration was constructed using woven geotextile fabric as geo tubes. The gabion box was made up of eco-friendly polypropylene tar-coated rope and consists of small rubble stones which increase the porosity when compared to the conventional monolithic rubble mound. -
Global Hydrogeology Maps (GLHYMPS) of Permeability and Porosity
UVicSPACE: Research & Learning Repository _____________________________________________________________ Faculty of Engineering Faculty Publications _____________________________________________________________ A glimpse beneath earth’s surface: Global HYdrogeology MaPS (GLHYMPS) of permeability and porosity Tom Gleeson, Nils Moosdorf, Jens Hartmann, and L. P. H. van Beek June 2014 AGU Journal Content—Unlocked All AGU journal articles published from 1997 to 24 months ago are now freely available without a subscription to anyone online, anywhere. New content becomes open after 24 months after the issue date. Articles initially published in our open access journals, or in any of our journals with an open access option, are available immediately. © 2017 American Geophysical Unionhttp://publications.agu.org/open- access/ This article was originally published at: http://dx.doi.org/10.1002/2014GL059856 Citation for this paper: Gleeson, T., et al. (2014), A glimpse beneath earth’s surface: Global HYdrogeology MaPS (GLHYMPS) of permeability and porosity, Geophysical Research Letters, 41, 3891–3898, doi:10.1002/2014GL059856 PUBLICATIONS Geophysical Research Letters RESEARCH LETTER A glimpse beneath earth’s surface: GLobal 10.1002/2014GL059856 HYdrogeology MaPS (GLHYMPS) Key Points: of permeability and porosity • Mean global permeability is consistent with previous estimates of shallow crust Tom Gleeson1, Nils Moosdorf 2, Jens Hartmann2, and L. P. H. van Beek3 • The spatially-distributed mean porosity of the globe is 14% 1Department of Civil Engineering, McGill University, Montreal, Quebec, Canada, 2Institute for Geology, Center for Earth • Maps will enable groundwater in land 3 surface, hydrologic and climate models System Research and Sustainability, University of Hamburg, Hamburg, Germany, Department of Physical Geography, Faculty of Geosciences, Utrecht University, Utrecht, Netherlands Correspondence to: Abstract The lack of robust, spatially distributed subsurface data is the key obstacle limiting the T. -
Mechanically Stabilized Embankments
Part 8 MECHANICALLY STABILIZED EMBANKMENTS First Reinforced Earth wall in USA -1969 Mechanically Stabilized Embankments (MSEs) utilize tensile reinforcement in many different forms: from galvanized metal strips or ribbons, to HDPE geotextile mats, like that shown above. This reinforcement increases the shear strength and bearing capacity of the backfill. Reinforced Earth wall on US 50 Geotextiles can be layered in compacted fill embankments to engender additional shear strength. Face wrapping allows slopes steeper than 1:1 to be constructed with relative ease A variety of facing elements may be used with MSEs. The above photo illustrates the use of hay bales while that at left uses galvanized welded wire mesh HDPE geotextiles can be used as wrapping elements, as shown at left above, or attached to conventional gravity retention elements, such as rock-filled gabion baskets, sketched at right. Welded wire mesh walls are constructed using the same design methodology for MSE structures, but use galvanized wire mesh as the geotextile 45 degree embankment slope along San Pedro Boulevard in San Rafael, CA Geotextile soil reinforcement allows almost unlimited latitude in designing earth support systems with minimal corridor disturbance and right-of-way impact MSEs also allow roads to be constructed in steep terrain with a minimal corridor of disturbance as compared to using conventional 2:1 cut and fill slopes • Geotextile grids can be combined with low strength soils to engender additional shear strength; greatly enhancing repair options when space is tight Geotextile tensile soil reinforcement can also be applied to landslide repairs, allowing selective reinforcement of limited zones, as sketch below left • Short strips, or “false layers” of geotextiles can be incorporated between reinforcement layers of mechanically stabilized embankments (MSE) to restrict slope raveling and erosion • Section through a MSE embankment with a 1:1 (45 degree) finish face inclination. -
Port Silt Loam Oklahoma State Soil
PORT SILT LOAM Oklahoma State Soil SOIL SCIENCE SOCIETY OF AMERICA Introduction Many states have a designated state bird, flower, fish, tree, rock, etc. And, many states also have a state soil – one that has significance or is important to the state. The Port Silt Loam is the official state soil of Oklahoma. Let’s explore how the Port Silt Loam is important to Oklahoma. History Soils are often named after an early pioneer, town, county, community or stream in the vicinity where they are first found. The name “Port” comes from the small com- munity of Port located in Washita County, Oklahoma. The name “silt loam” is the texture of the topsoil. This texture consists mostly of silt size particles (.05 to .002 mm), and when the moist soil is rubbed between the thumb and forefinger, it is loamy to the feel, thus the term silt loam. In 1987, recognizing the importance of soil as a resource, the Governor and Oklahoma Legislature selected Port Silt Loam as the of- ficial State Soil of Oklahoma. What is Port Silt Loam Soil? Every soil can be separated into three separate size fractions called sand, silt, and clay, which makes up the soil texture. They are present in all soils in different propor- tions and say a lot about the character of the soil. Port Silt Loam has a silt loam tex- ture and is usually reddish in color, varying from dark brown to dark reddish brown. The color is derived from upland soil materials weathered from reddish sandstones, siltstones, and shales of the Permian Geologic Era. -
Thesis Analysis of Riprap Design Methods Using Predictive
Thesis Analysis Of Riprap Design Methods Using Predictive Equations For Maximum And Average Velocities At The Tips Of Transverse In-Stream Structures Submitted by Thomas Richard Parker Department of Civil and Environmental Engineering In partial fulfillment of the requirements For the Degree of Master of Science Colorado State University Fort Collins, Colorado Spring 2014 Master’s Committee: Advisor: Christopher Thornton Steven Abt John Williams Abstract Analysis Of Riprap Design Methods Using Predictive Equations For Maximum And Average Velocities At The Tips Of Transverse In-Stream Structures Transverse in-stream structures are used to enhance navigation, improve flood control, and reduce stream bank erosion. These structures are defined as elongated obstructions having one end along the bank of a channel and the other projecting into the channel center and o↵er protection of erodible banks by deflecting flow from the bank to the channel center. Redirection of the flow moves erosive forces away from the bank, which enhances bank stability. The design, e↵ectiveness, and performance of transverse in-stream structures have not been well documented, but recent e↵orts have begun to study the flow fields and profiles around and over transverse in-stream structures. It is essential for channel flow characteristics to be quantified and correlated to geometric structure parameters in order for proposed in-stream structure designs to perform e↵ectively. Areas adjacent to the tips of in-stream transverse structures are particularly susceptible to strong approach flows, and an increase in shear stress can cause instability in the in-stream structure. As a result, the tips of the structures are a major focus in design and must be protected. -
Hydrometer and Viscosity Cup Guide
Hydrometers Do Work What Is Specific Gravity? Specific gravity of any solid or liquid substance is its weight compared with the weight of an equal bulk of pure water at 62 degrees F at sea level. Gases use an equal volume of pure air at 32 degrees F. There are three methods of determining the specific gravity of liquids: Hydrometer In which the specific gravity of the liquid tested is read as the scale division marking the liquid level on the stem. Bottle Method In which the specific gravity is the weight of liquid (slip) in a full bottle divided by the weight of water in a full bottle. Displacement Method In which specific gravity is the weight of liquid displaced by a body divided by the weight of an equal volume of water displaced by the same body. The first two methods are practical. The faster, easier method uses a hydrometer designed specifically for slip (see right). There are many different hydrometers. Slip should range between 1.78 to 1.75, the latter being the maximum amount of water in the body and the former the lesser amount. How To Get An Accurate Reading 1. Store hydrometer in water. This keeps slip from drying on the surface. A cut off two liter soft drink bottle is ideal. Remove and gently “squeegee” off excess water. 2. Immerse in freshly agitated slip to the stem readings. 3. Lift up, “squeegee” off excess slip. Hydrometer is now “wet coated” with slip, not with water, which would give a false reading. 4. Immerse bulb half way into slip before releasing. -
Linktm Gabions and Mattresses Design Booklet
LinkTM Gabions and Mattresses Design Booklet www.globalsynthetics.com.au Australian Company - Global Expertise Contents 1. Introduction to Link Gabions and Mattresses ................................................... 1 1.1 Brief history ...............................................................................................................................1 1.2 Applications ..............................................................................................................................1 1.3 Features of woven mesh Link Gabion and Mattress structures ...............................................2 1.4 Product characteristics of Link Gabions and Mattresses .........................................................2 2. Link Gabions and Mattresses .............................................................................. 4 2.1 Types of Link Gabions and Mattresses .....................................................................................4 2.2 General specification for Link Gabions, Link Mattresses and Link netting...............................4 2.3 Standard sizes of Link Gabions, Mattresses and Netting ........................................................6 2.4 Durability of Link Gabions, Link Mattresses and Link Netting ..................................................7 2.5 Geotextile filter specification ....................................................................................................7 2.6 Rock infill specification .............................................................................................................8 -
Rock Riprap Design for Protection of Stream Channels Near Highway Structures; Volume 1 Hydraulic Characteristics of Open Channels: U.S
ROCK RIPRAP DESIGN FOR PROTECTION OF STREAM CHANNELS NEAR HIGHWAY STRUCTURES VOLUME 2 ~ EVALUATION OF RIPRAP DESIGN PROCEDURES By J.C. Blodgett and C.E. McConaughy U.S. GEOLOGICAL SURVEY Water-Resources Investigations Report 86-4128 Prepared in cooperation with FEDERAL HIGHWAY ADMINISTRATION CNo I <r m o oo Sacramento, California 1986 UNITED STATES DEPARTMENT OF THE INTERIOR DONALD PAUL HODEL, Secretary GEOLOGICAL SURVEY Dallas L. Peck, Director For additional information, Copies of this report can be write to: purchased from: District Chief Open-File Services Section U.S. Geological Survey Western Distribution Branch Federal Building, Room W-2234 U.S. Geological Survey 2800 Cottage Way Box 25425, Federal Center Sacramento, CA 95825 Denver, CO 80225 Telephone: (303) 236-7476 CONTENTS Page Abstract -- - - --- --- - -- -- -- - _______ _ ]_ Introduction - -- --- -- - - - -- - - - -- -- - 2 Review of riprap design technology - -- -- - - - -- ---- -- - 4 Shear stress related to permissible flow velocity -- - --- - 5 Shear stress related to hydraulic radius and gradient ----------- -- 7 Characteristics of riprap failure - --- - - ---- _____ -- 9 Classification of failures ----- - - _____ - - - 10 Particle erosion --- __________________________________________ 10 Translational slide - ---- -- - - ______ - ___ 15 Modified slump -- - ----- __-- ___ ___ ____ __ ____ \& Slump ---------------------------------------------------------- 18 Hydraulics associated with riprap failures of selected streams -- 19 Pinole Creek at Pinole, California ----___ -
Division 2 Earthwork
Division 2 Earthwork 2-01 Clearing, Grubbing, and Roadside Cleanup 2-01.1 Description The Contractor shall clear, grub, and clean up those areas staked or described in the Special Provisions. This Work includes protecting from harm all trees, bushes, shrubs, or other objects selected to remain. “Clearing” means removing and disposing of all unwanted material from the surface, such as trees, brush, down timber, or other natural material. “Grubbing” means removing and disposing of all unwanted vegetative matter from underground, such as sod, stumps, roots, buried logs, or other debris. “Roadside cleanup”, whether inside or outside the staked area, means Work done to give the roadside an attractive, finished appearance. “Debris” means all unusable natural material produced by clearing, grubbing, or roadside cleanup. 2-01.2 Disposal of Usable Material and Debris The Contractor shall meet all requirements of state, county, and municipal regulations regarding health, safety, and public welfare in the disposal of all usable material and debris. The Contractor shall dispose of all debris by one or more of the disposal methods described below. 2-01.2(1) Disposal Method No. 1 – Open Burning The open burning of residue resulting from land clearing is restricted by Chapter 173-425 of the Washington Administrative Code (WAC). No commercial open burning shall be conducted without authorization from the Washington State Department of Ecology or the appropriate local air pollution control authority. All burning operations shall be strictly in accordance with these authorizations. 2-01.2(2) Disposal Method No. 2 – Waste Site Debris shall be hauled to a waste site obtained and provided by the Contractor in accordance with Section 2-03.3(7)C. -
Slope Stability Back Analysis Using Rocscience Software
Slope Stability Back Analysis using Rocscience Software A question we are frequently asked is, “Can Slide do back analysis?” The answer is YES, as we will discover in this article, which describes various methods of back analysis using Slide and other Rocscience software. In this article we will discuss the following topics: Back analysis of material strength using sensitivity or probabilistic analysis in Slide Back analysis of other parameters (e.g. groundwater conditions) Back analysis of support force for required factor of safety Manual and advanced back analysis Introduction When a slope has failed an analysis is usually carried out to determine the cause of failure. Given a known (or assumed) failure surface, some form of “back analysis” can be carried out in order to determine or estimate the material shear strength, pore pressure or other conditions at the time of failure. The back analyzed properties can be used to design remedial slope stability measures. Although the current version of Slide (version 6.0) does not have an explicit option for the back analysis of material properties, it is possible to carry out back analysis using the sensitivity or probabilistic analysis modules in Slide, as we will describe in this article. There are a variety of methods for carrying out back analysis: Manual trial and error to match input data with observed behaviour Sensitivity analysis for individual variables Probabilistic analysis for two correlated variables Advanced probabilistic methods for simultaneous analysis of multiple parameters We will discuss each of these various methods in the following sections. Note that back analysis does not necessarily imply that failure has occurred.