Gabions for Streambank Erosion Control
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Water Well Drilling for the Prospective Owner
WATER WELL DRILLING FOR THE PROSPECTIVE WELL OWNER (INDIVIDUAL, DOMESTIC USE) WATER WELL DRILLING FOR THE PROSPECTIVE WELL OWNER (INDIVIDUAL, DOMESTIC USE) This pamphlet was compiled by the Board of Water Well Contractors primarily to assist prospective owners of non-public wells. While much of the information is also useful for community, multi-family, or public water supply wells; there are additional considerations, not discussed in this publication, that need to be addressed. If you are the current or prospective owner of a community, multi- family, or public water supply well; please contact the Dept. of Environmental Quality, Public Water Supply Division for assistance. Contact information can be found at the end of this publication. Revised 2007 How Much Water Do I Need? You will need a dependable water supply for your present and future uses. An average household uses approximately 200-400 gallons of water per day. For a family of four, this means that a domestic well should provide a dependable yield of 10 to 25 gallons per minute (gpm) to adequately supply all needs, including lawn and garden watering. Much smaller yields may be acceptable, if adequate storage tanks are used. Most mortgage companies require a well yield of at least 5 gpm. More specific information is available from county sanitarians, engineering firms, water well contractors, or pump installers. Before you have your well drilled, find out from a local drilling contractor, the Montana Department of Natural Resources and Conservation (DNRC), or the Montana Bureau of Mines and Geology (MBMG) how much water can be produced from the aquifers in your area, the chemical quality of that water, and the depth to the water supply. -
Well Foundation Is the Most Commonly Adopted Foundation for Major Bridges in India
Well foundation is the most commonly adopted foundation for major bridges in India. Since then many major bridges across wide rivers have been founded on wells. Well foundation is preferable to pile foundation when foundation has to resist large lateral forces. The construction principles of well foundation are similar to the conventional wells sunk for underground water. But relatively rigid and engineering behaviour. Well foundations have been used in India for centuries. The famous Taj Mahal at Agra stands on well foundation. To know the construction of well foundation. To know the different types and shapes of well foundations. To know which type of well foundation is suitable for different types of soil strata. Wells have different shapes and accordingly they are named as:- 1. Circular well, 2. Double D well, 3. Twin circular well, 4. Double octagonal well, 5. Rectangular well. . Open caisson or well Well Box Caisson Pneumatic Caisson Open caisson or well: The top and bottom of the caisson is open during construction. It may have any shape in plan. Box caisson: It is open at the top but closed at the bottom. Pneumatic caisson: It has a working chamber at the bottom of the caisson which is kept dry by forcing out water under pressure, thus permitting excavation under dry conditions. . Well foundation construction in bouldery bed strata Pasighat Bridge Andhra Pradesh The Important Factors of the bridge were as follows.. Length of the bridge - 704 mts. Foundation:- i. Type -Circular Well. ii. Outer Diameter -11.7 mtrs. iii. Inner Dia. -6.64 mtrs iv. Steining thickness -2.53 mtrs. -
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. -
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. -
Porosity and Permeability Lab
Mrs. Keadle JH Science Porosity and Permeability Lab The terms porosity and permeability are related. porosity – the amount of empty space in a rock or other earth substance; this empty space is known as pore space. Porosity is how much water a substance can hold. Porosity is usually stated as a percentage of the material’s total volume. permeability – is how well water flows through rock or other earth substance. Factors that affect permeability are how large the pores in the substance are and how well the particles fit together. Water flows between the spaces in the material. If the spaces are close together such as in clay based soils, the water will tend to cling to the material and not pass through it easily or quickly. If the spaces are large, such as in the gravel, the water passes through quickly. There are two other terms that are used with water: percolation and infiltration. percolation – the downward movement of water from the land surface into soil or porous rock. infiltration – when the water enters the soil surface after falling from the atmosphere. In this lab, we will test the permeability and porosity of sand, gravel, and soil. Hypothesis Which material do you think will have the highest permeability (fastest time)? ______________ Which material do you think will have the lowest permeability (slowest time)? _____________ Which material do you think will have the highest porosity (largest spaces)? _______________ Which material do you think will have the lowest porosity (smallest spaces)? _______________ 1 Porosity and Permeability Lab Mrs. Keadle JH Science Materials 2 large cups (one with hole in bottom) water marker pea gravel timer yard soil (not potting soil) calculator sand spoon or scraper Procedure for measuring porosity 1. -
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 ----___ -
Manual Borehole Drilling As a Cost-Effective Solution for Drinking
water Review Manual Borehole Drilling as a Cost-Effective Solution for Drinking Water Access in Low-Income Contexts Pedro Martínez-Santos 1,* , Miguel Martín-Loeches 2, Silvia Díaz-Alcaide 1 and Kerstin Danert 3 1 Departamento de Geodinámica, Estratigrafía y Paleontología, Universidad Complutense de Madrid, Ciudad Universitaria, 28040 Madrid, Spain; [email protected] 2 Departamento de Geología, Geografía y Medio Ambiente, Facultad de Ciencias Ambientales, Universidad de Alcalá, Campus Universitario, Alcalá de Henares, 28801 Madrid, Spain; [email protected] 3 Ask for Water GmbH, Zürcherstr 204F, 9014 St Gallen, Switzerland; [email protected] * Correspondence: [email protected]; Tel.: +34-659-969-338 Received: 7 June 2020; Accepted: 7 July 2020; Published: 13 July 2020 Abstract: Water access remains a challenge in rural areas of low-income countries. Manual drilling technologies have the potential to enhance water access by providing a low cost drinking water alternative for communities in low and middle income countries. This paper provides an overview of the main successes and challenges experienced by manual boreholes in the last two decades. A review of the existing methods is provided, discussing their advantages and disadvantages and comparing their potential against alternatives such as excavated wells and mechanized boreholes. Manual boreholes are found to be a competitive solution in relatively soft rocks, such as unconsolidated sediments and weathered materials, as well as and in hydrogeological settings characterized by moderately shallow water tables. Ensuring professional workmanship, the development of regulatory frameworks, protection against groundwater pollution and standards for quality assurance rank among the main challenges for the future. -
Sand Dunes Computer Animations and Paper Models by Tau Rho Alpha*, John P
Go Home U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY Sand Dunes Computer animations and paper models By Tau Rho Alpha*, John P. Galloway*, and Scott W. Starratt* Open-file Report 98-131-A - This report is preliminary and has not been reviewed for conformity with U.S. Geological Survey editorial standards. Any use of trade, firm, or product names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this program has been used by the U.S. Geological Survey, no warranty, expressed or implied, is made by the USGS as to the accuracy and functioning of the program and related program material, nor shall the fact of distribution constitute any such warranty, and no responsibility is assumed by the USGS in connection therewith. * U.S. Geological Survey Menlo Park, CA 94025 Comments encouraged tralpha @ omega? .wr.usgs .gov [email protected] [email protected] (gobackward) <j (goforward) Description of Report This report illustrates, through computer animations and paper models, why sand dunes can develop different forms. By studying the animations and the paper models, students will better understand the evolution of sand dunes, Included in the paper and diskette versions of this report are templates for making a paper models, instructions for there assembly, and a discussion of development of different forms of sand dunes. In addition, the diskette version includes animations of how different sand dunes develop. Many people provided help and encouragement in the development of this HyperCard stack, particularly David M. Rubin, Maura Hogan and Sue Priest. -
Impact of Water-Level Variations on Slope Stability
ISSN: 1402-1757 ISBN 978-91-7439-XXX-X Se i listan och fyll i siffror där kryssen är LICENTIATE T H E SIS Department of Civil, Environmental and Natural Resources Engineering1 Division of Mining and Geotechnical Engineering Jens Johansson Impact of Johansson Jens ISSN 1402-1757 Impact of Water-Level Variations ISBN 978-91-7439-958-5 (print) ISBN 978-91-7439-959-2 (pdf) on Slope Stability Luleå University of Technology 2014 Water-Level Variations on Slope Stability Variations Water-Level Jens Johansson LICENTIATE THESIS Impact of Water-Level Variations on Slope Stability Jens M. A. Johansson Luleå University of Technology Department of Civil, Environmental and Natural Resources Engineering Division of Mining and Geotechnical Engineering Printed by Luleå University of Technology, Graphic Production 2014 ISSN 1402-1757 ISBN 978-91-7439-958-5 (print) ISBN 978-91-7439-959-2 (pdf) Luleå 2014 www.ltu.se Preface PREFACE This work has been carried out at the Division of Mining and Geotechnical Engineering at the Department of Civil, Environmental and Natural Resources, at Luleå University of Technology. The research has been supported by the Swedish Hydropower Centre, SVC; established by the Swedish Energy Agency, Elforsk and Svenska Kraftnät together with Luleå University of Technology, The Royal Institute of Technology, Chalmers University of Technology and Uppsala University. I would like to thank Professor Sven Knutsson and Dr. Tommy Edeskär for their support and supervision. I also want to thank all my colleagues and friends at the university for contributing to pleasant working days. Jens Johansson, June 2014 i Impact of water-level variations on slope stability ii Abstract ABSTRACT Waterfront-soil slopes are exposed to water-level fluctuations originating from either natural sources, e.g. -
Types of Landslides.Indd
Landslide Types and Processes andslides in the United States occur in all 50 States. The primary regions of landslide occurrence and potential are the coastal and mountainous areas of California, Oregon, Land Washington, the States comprising the intermountain west, and the mountainous and hilly regions of the Eastern United States. Alaska and Hawaii also experience all types of landslides. Landslides in the United States cause approximately $3.5 billion (year 2001 dollars) in dam- age, and kill between 25 and 50 people annually. Casualties in the United States are primar- ily caused by rockfalls, rock slides, and debris flows. Worldwide, landslides occur and cause thousands of casualties and billions in monetary losses annually. The information in this publication provides an introductory primer on understanding basic scientific facts about landslides—the different types of landslides, how they are initiated, and some basic information about how they can begin to be managed as a hazard. TYPES OF LANDSLIDES porate additional variables, such as the rate of movement and the water, air, or ice content of The term “landslide” describes a wide variety the landslide material. of processes that result in the downward and outward movement of slope-forming materials Although landslides are primarily associ- including rock, soil, artificial fill, or a com- ated with mountainous regions, they can bination of these. The materials may move also occur in areas of generally low relief. In by falling, toppling, sliding, spreading, or low-relief areas, landslides occur as cut-and- La Conchita, coastal area of southern Califor- flowing. Figure 1 shows a graphic illustration fill failures (roadway and building excava- nia. -
Gabion Retaining Walls with Alternate Fill Materials
Gabion Retaining Walls with Alternate Fill Materials IGC 2009, Guntur, INDIA GABION RETAINING WALLS WITH ALTERNATE FILL MATERIALS K.S. Beena Reader, School of Engineering, Cochin University of Science and Technology, Cochin–682022, India. E-mail: [email protected] P.K. Jayasree Lecturer in Civil Engineering, College of Engineering, Trivandrum–695 016, India. E-mail: [email protected] ABSTRACT: Although gabions have been used from ancient times, it is only in the last few decades that their wide spread use has lead them to become an accepted construction material in Civil Engineering. Gabion retaining walls are mass gravity structure made up of strong mesh containers known as gabion boxes, filled with quarry stone. Considering the cost and scarcity of quarry stones, the replacement of it with some other cheaper material will make the construction more economical. This aspect is studied here. Considering the specific gravity, friction, cost and availability, quarry dust and red soil was selected as the fill material. Model gabion retaining walls were constructed for the purpose in which, different combinations of quarry dust, red soil and coarse aggregate were taken as the filling material. Analyzing the lateral deformations of various cases, it can be concluded that a 50%–50% combination of alternative material and aggregate will perform better than the coarse aggregate alone, considering the cost of construction. 1. INTRODUCTION dry stone gravity mass wall made of gabion boxes. They are cost effective, environmental friendly and durable structures. Retaining walls, one of the major geotechnical applications, Because of these reasons gabions are widely used now days are mainly used in the case of highways and railways to all over the world.