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Sloping and Benching Systems
Trenching and Excavation Operations SLOPING AND BENCHING SYSTEMS OBJECTIVES Upon the completion of this section, the participant should be able to: 1. Describe the difference between maximum allowable slope and actual slope. 2. Observe how the angle of various sloped systems varies with soil type. 3. Evaluate layered systems to determine the proper trench slope. 4. Illustrate how shield systems and sloping systems interface in combination systems. ©HMTRI 2000 Page 42 Trenching REV1 Trenching and Excavation Operations SLOPING SYSTEMS If enough surface room is available, sloping or benching the trench walls will offer excellent protection without any additional equipment. Cutting the slope of the excavation back to its prescribed angle will allow the forces of cohesion (if present) and internal friction to hold the soil together and keep it from flowing downs the face of the trench. The soil type primarily determines the excavation angle. Sloping a method of protecting employees from caveins by excavating to form sides of an excavation that are inclined away from the excavations so as to prevent caveins. In practice, it may be difficult to accurately determine these sloping angles. Most of the time, the depth of the trench is known or can easily be determined. Based on the vertical depth, the amount of cutback on each side of the trench can be calculated. A formula to calculate these cutback distances will be included with each slope diagram. NOTE: Remember, the beginning of the cutback distance begins at the toe of the slope, not the center of the trench. Accordingly, the cutback distance will be the same regardless of how wide the trench is at the bottom. -
Earthwork Design and Construction
Technical Fundamentals for Design and Construction April 6, 2020 Earthwork Design and Construction Key Points • The primary objectives of earthwork operations are: (1) to increase soil bearing capacity; (2) control shrinkage and swelling; and (3) reduce permeability. • Particle shape is a critical physical soil property influencing engineering modification of a soil. • Proper water content is essential to economically achieve specified soil density. Purpose and Scope of Earthwork The purpose and scope of earth construction differ for various types of constructed facilities. The major types of earthwork projects include: • Transportation projects, which require embankments, roadways, and bridge approaches. • Water control, which usually involves dams, levies, and canals. • Landfill closures, which need impervious caps. • Building foundations, which must support loads and limit soil movement by shrinkage and swelling. Properly modified soils are the most economical solution for many constructed facilities. To meet structural support requirements, soils at some project sites may require treatment such as the addition of water, lime, or cement. 1 Technical Fundamentals for Earthwork Design, Materials, and Resources The physical chemical properties of project site soils have a major influence on the design of earthen structures and on the resources and operations needed to properly modify a soil. The fundamental properties of a soil include: granularity, course to fine; water content; specific gravity; and particle size distribution. Other properties include permeability, shear strength, and bearing capacity. The engineering design of a soil seeks to provide sufficient bearing capacity, settlement control, and either limit, in the case of dams and landfill caps, the movement of water or facilitate the movement of water in the case of drains, such as behind retaining walls. -
Failure of Slopes and Embankments Under Static and Seismic Loading
American Scientific Research Journal for Engineering, Technology, and Sciences (ASRJETS) ISSN (Print) 2313-4410, ISSN (Online) 2313-4402 © Global Society of Scientific Research and Researchers http://asrjetsjournal.org/ Failure of Slopes and Embankments Under Static and Seismic Loading Nicolaos Alamanis* Lecturer, Dept. of Civil Engineering, Technological Educational Institute of Thessaly, Larissa, Greece, Civil engineer (National Technical University of Athens, D.E.A Ecole Centrale Paris) Email: [email protected] Summary The stability of slopes and embankments under the influence of static and seismic loads has been the subject of study for many researchers. This paper presents the mechanisms and causes of landslides as well as the forms of failure of slopes and embankments under static and seismic loading, with examples of failures from both Greek and international space. There is also mention to measures to protect and stabilize landslides, categories of slope stability analysis, and methods of seismic impact analysis. What follows is the determination of tolerable movements based on the caused damage on natural slopes, dams and embankments and an attempt is made to connect them with the vulnerability curves that are one of the key elements of stochastic seismic hazard. Particular importance is given to the statistical parameters of the mechanical characteristics of the sloping soil mass and to the simulation of random fields necessary for solving complex geotechnical works. Finally, we compare the simulation and description of random fields and the L.A.S. method is observed to be the most accurate of all simulation methods. The L.A.S. algorithm in conjunction with finite difference models can demonstrate the large fluctuations in the factor of safety values and the permanent seismic displacements of the slopes under the effect of seismic charges whose time histories are known. -
FAQS and TROUBLESHOOTING Configuring the Motion Detection
FAQS AND TROUBLESHOOTING Troubleshooting WiFi connection issues: What Ports do I need to open in my firewall for Ring Doorbells and Chimes? Here are the ports needed by Ring Doorbells for proper connections: TCP 80 TCP 443 TCP & UDP 15063 UDP range between 16500-32768 UDP 51504/51506 Here are the ports needed by Ring Chime for proper connections: TCP 80 TCP 443 TCP 9999 If these ports are blocked, Ring products will not be able to connect properly. If you are unable to complete a setup or have trouble connecting, check if you have a firewall in the way. If so, please contact the firewall provider or router provider for assistance on configuring the necessary open ports. How Motion Detection Works Ring Doorbell can detect motion as far as 30 feet away. Once motion is detected, all users associated with the Ring will instantly receive a push notification informing them of the activity. Should any user open the Ring app, they will be able to access live footage of the activity. Configuring the Motion Detection Settings Visit the Ring App and select the device you'd like to configure the motion detection settings for and then click Motion Settings. We recommend watching the motion detection tutorial located in your Ring app first and foremost to get yourself acquainted with the feature. You can also access the motion detection tutorial video at anytime by clicking here (link to YouTube video: https://www.youtube.com/watch?v=qLHy4eqQ_Ic). How to Turn On Alerts Adjust the slider first, and then tap on the zones that you'd like to receive alerts for. -
Regressive Femininity in American J-Horror Remakes
City University of New York (CUNY) CUNY Academic Works All Dissertations, Theses, and Capstone Projects Dissertations, Theses, and Capstone Projects 5-2015 Lost in Translation: Regressive Femininity in American J-Horror Remakes Matthew Ducca Graduate Center, City University of New York How does access to this work benefit ou?y Let us know! More information about this work at: https://academicworks.cuny.edu/gc_etds/912 Discover additional works at: https://academicworks.cuny.edu This work is made publicly available by the City University of New York (CUNY). Contact: [email protected] LOST IN TRANSLATION: REGRESSIVE FEMININITY IN AMERICAN J-HORROR REMAKES by Matthew Ducca A master’s thesis submitted to the Graduate Faculty in Liberal Studies in partial fulfillment of the requirements for the degree of Master of Arts, The City University of New York 2015 © 2015 MATTHEW J. DUCCA All Rights Reserved ii This manuscript has been read and accepted for the Graduate Faculty in Liberal Studies in satisfaction of the dissertation requirement for the degree of Master of Arts. Professor Edward P. Miller__________________________ _____________________ _______________________________________________ Date Thesis Advisor Professor Matthew K. Gold_________________________ ______________________ _______________________________________________ Date Executive Officer THE CITY UNIVERSITY OF NEW YORK iii Abstract Lost in Translation: Regressive Femininity in American J-Horror Remakes by Matthew Ducca Advisor: Professor Edward Miller This thesis examines the ways in which the representation of female characters changes between Japanese horror films and the subsequent American remakes. The success of Gore Verbinski’s The Ring (2002) sparked a mass American interest in Japan’s contemporary horror cinema, resulting in a myriad of remakes to saturate the market. -
Guideline on Landslide Treatment and Mitigation
Guideline on Landslide Treatment and Mitigation Department of Soil Conservation and Watershed Management Department of Soil Conservation and Watershed Management G.P.O. BOX 4719, Babar Mahal, Kathmandu, Nepal Kathmandu, June 2016 T: 977-1-4220828/4220857 | F: 977-1-4221067 E: [email protected]/[email protected] (Asar 2073) W: www.dscwm.gov.np Guideline on Landslide Treatment and Mitigation Department of Soil Conservation and Watershed Management Kathmandu, June 2016 (Asar 2073) Publisher Department of Soil Conservation and Watershed Management, Ministry of Forests and Soil Conservation, Babar Mahal, Kathmandu, Nepal Cover photo credit Landslide in Rasuwa©Mr. Jagannath Joshi Credits © Department of soil Conservation and Watershed Management (DSCWM) Kathmandu, Nepal Landslide Treatment and Mitigation Sub-Group Coordinator: Mr. KesharMan Sthapit (FAO Nepal Office) Members: Mr. GehendraKeshariUpadhyaya (DSCWM) Dr. Jagannath Joshi (DSCWM) Mr. Deepak Bhardwaj (DSCWM) Mr. Shanmukhesh Chandra Amatya (Department of Water Induced Disaster Management) Ms. Laxmi Thagunna (Department of Environment) Ms. Racchya Shah (IUCN Nepal) Mr. Bhawani Shankar Dongol (WWF Nepal) Mr. Sanjay Devkota (Forum for Energy and Environment Development) Mr. Deo Raj Gurung (ICIMOD) Advisor: Mr. Purna Chandra Lal Rajbhandari (UNEP) Citation DSCWM (2016), Guideline on Landslide Treatment and Mitigation.Department of soil Conservation and Watershed Management, Kathmandu, Nepal. We are very thankful to USAID funded Hariyo Ban Program, WWF Nepal for providing support to edit, format and print this guideline. ii | Guideline on Landslide Treatment and Mitigation Guideline on Landslide Treatment and Mitigation | iii iv | Guideline on Landslide Treatment and Mitigation Preface The working group on “Landslide Treatment and Mitigation” was established following the recommendations of the consultative workshop on “Landslide Inventory, Risk Assessment, and Mitigation” organized by the Department of Soil Conservation and Watershed Management (DSCWM) from 28-29 September 2015 at Kathmandu. -
Control and Inspection of Earthwork Construction
PDHonline Course C284 (8 PDH) Control and Inspection of Earthwork Construction Instructor: George E. Thomas, PE 2012 PDH Online | PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax: 703-988-0088 www.PDHonline.org www.PDHcenter.com An Approved Continuing Education Provider www.PDHcenter.com PDH Course C284 www.PDHonline.org Control and Inspection of Structural Earthwork Construction George E. Thomas, PE A. Principles of Construction Control 1. General. In many types of engineering work, structural materials are manufactured to obtain certain characteristics; their use is prescribed by building codes, handbooks, and codes of practice established by various engineering organizations. However, for earth construction, the common practice is to use material that is available locally rather than specifying that a particular type of material of specific properties be secured. A variety of procedures exists by which earth materials may be satisfactorily incorporated into a structure. When earth is the construction material, personnel in charge of construction control must become familiar with design requirements and must verify that the finished product meets the requirements. Design of earth structures must allow for an inherent range of earth material properties. For maximum economy, tolerance ranges will vary according to available materials, conditions of use, and anticipated methods of construction. A closer relationship is required among the operations of inspection, design, and construction for earthwork than is needed in other engineering disciplines. Construction control of earth structures involves not only practices similar to those normally required for structures using manufactured materials, but also the supervision and inspection normally performed at the manufacturing plant. -
Instructions for Digging a Test Hole for a Replacement Soil Evaluation
1840 E. Gypsy Lane Road Bowling Green, OH 43402 419-354-2702 WoodCountyHealth.org Instructions For Digging A Test Hole For A Replacement Soil Evaluation The current State of Ohio Rules governing Home Sewage Treatment Systems [OAC 3701-29-07] requires that a completed soil evaluation be conducted on all properties which require a new or replacement septic system. This evaluation allows this department to determine a multitude of factors including but not limited to the following: type of soils present on site; depth to limiting layers (perched/apparent water table, depth to bedrock etc.). This information is then utilized to determine the type and size of septic system that will be required to be installed on your property. New construction sites require a test hole to be dug with a backhoe or excavator. In order to minimize the cost however, this department allows property owners to dig a test hole with the use of a shovel and post hole digger in order to conduct the required soil evaluation when a septic system replacement is required. The following is a set of instructions on how to complete the required test hole: 1. Use a standard shovel to dig a test hole 24” in diameter in the area of the proposed leach field replacement area. The test hole will be twelve inches (12”) deep. 2. Next, use a 4” standard post hole digger to dig the remainder of the hole to a depth of approximately 36” inside the larger 24” diameter hole. The soils removed from the center with the 4” post hole digger will be placed on the outside of the 24” diameter opening. -
Slope Stabilization and Repair Solutions for Local Government Engineers
Slope Stabilization and Repair Solutions for Local Government Engineers David Saftner, Principal Investigator Department of Civil Engineering University of Minnesota Duluth June 2017 Research Project Final Report 2017-17 • mndot.gov/research To request this document in an alternative format, such as braille or large print, call 651-366-4718 or 1- 800-657-3774 (Greater Minnesota) or email your request to [email protected]. Please request at least one week in advance. Technical Report Documentation Page 1. Report No. 2. 3. Recipients Accession No. MN/RC 2017-17 4. Title and Subtitle 5. Report Date Slope Stabilization and Repair Solutions for Local Government June 2017 Engineers 6. 7. Author(s) 8. Performing Organization Report No. David Saftner, Carlos Carranza-Torres, and Mitchell Nelson 9. Performing Organization Name and Address 10. Project/Task/Work Unit No. Department of Civil Engineering CTS #2016011 University of Minnesota Duluth 11. Contract (C) or Grant (G) No. 1405 University Dr. (c) 99008 (wo) 190 Duluth, MN 55812 12. Sponsoring Organization Name and Address 13. Type of Report and Period Covered Minnesota Local Road Research Board Final Report Minnesota Department of Transportation Research Services & Library 14. Sponsoring Agency Code 395 John Ireland Boulevard, MS 330 St. Paul, Minnesota 55155-1899 15. Supplementary Notes http:// mndot.gov/research/reports/2017/201717.pdf 16. Abstract (Limit: 250 words) The purpose of this project is to create a user-friendly guide focusing on locally maintained slopes requiring reoccurring maintenance in Minnesota. This study addresses the need to provide a consistent, logical approach to slope stabilization that is founded in geotechnical research and experience and applies to common slope failures. -
Slope Stability
Slope stability Causes of instability Mechanics of slopes Analysis of translational slip Analysis of rotational slip Site investigation Remedial measures Soil or rock masses with sloping surfaces, either natural or constructed, are subject to forces associated with gravity and seepage which cause instability. Resistance to failure is derived mainly from a combination of slope geometry and the shear strength of the soil or rock itself. The different types of instability can be characterised by spatial considerations, particle size and speed of movement. One of the simplest methods of classification is that proposed by Varnes in 1978: I. Falls II. Topples III. Slides rotational and translational IV. Lateral spreads V. Flows in Bedrock and in Soils VI. Complex Falls In which the mass in motion travels most of the distance through the air. Falls include: free fall, movement by leaps and bounds, and rolling of fragments of bedrock or soil. Topples Toppling occurs as movement due to forces that cause an over-turning moment about a pivot point below the centre of gravity of the unit. If unchecked it will result in a fall or slide. The potential for toppling can be identified using the graphical construction on a stereonet. The stereonet allows the spatial distribution of discontinuities to be presented alongside the slope surface. On a stereoplot toppling is indicated by a concentration of poles "in front" of the slope's great circle and within ± 30º of the direction of true dip. Lateral Spreads Lateral spreads are disturbed lateral extension movements in a fractured mass. Two subgroups are identified: A. -
Tracking the Research Trope in Supernatural Horror Film Franchises
City University of New York (CUNY) CUNY Academic Works All Dissertations, Theses, and Capstone Projects Dissertations, Theses, and Capstone Projects 2-2020 Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises Deirdre M. Flood The Graduate Center, City University of New York How does access to this work benefit ou?y Let us know! More information about this work at: https://academicworks.cuny.edu/gc_etds/3574 Discover additional works at: https://academicworks.cuny.edu This work is made publicly available by the City University of New York (CUNY). Contact: [email protected] LEGEND HAS IT: TRACKING THE RESEARCH TROPE IN SUPERNATURAL HORROR FILM FRANCHISES by DEIRDRE FLOOD A master’s thesis submitted to the Graduate Faculty in Liberal Studies in partial fulfillment of the requirements for the degree of Master of Arts, The City University of New York 2020 © 2020 DEIRDRE FLOOD All Rights Reserved ii Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises by Deirdre Flood This manuscript has been read and accepted for the Graduate Faculty in Liberal Studies in satisfaction of the thesis requirement for the degree of Master of Arts. Date Leah Anderst Thesis Advisor Date Elizabeth Macaulay-Lewis Executive Officer THE CITY UNIVERSITY OF NEW YORK iii ABSTRACT Legend Has It: Tracking the Research Trope in Supernatural Horror Film Franchises by Deirdre Flood Advisor: Leah Anderst This study will analyze how information about monsters is conveyed in three horror franchises: Poltergeist (1982-2015), A Nightmare on Elm Street (1984-2010), and The Ring (2002- 2018). My analysis centers on the changing role of libraries and research, and how this affects the ways that monsters are portrayed differently across the time periods represented in these films. -
How to Solve the Digging Problem
How to Solve the Digging Problem Digging is a normal behavior for most dogs, but may occur for widely varying reasons. Your dog may be: • seeking entertainment • seeking prey • seeking comfort or protection • seeking attention • seeking escape Dogs don’t dig, however, out of spite, revenge or a desire to destroy your yard. Finding ways to make the area where the dog digs unappealing may be effective, however, it’s likely that he’ll just begin digging in other locations or display other unacceptable behavior, such as chewing or barking. A more effective approach is to address the cause of the digging, rather than creating location aversions. Seeking Entertainment Dogs may dig as a form of self-play when they learn that roots and soil “play back.” Your dog may be digging for entertainment if: • He’s left alone in the yard for long periods of time without opportunities for interaction with you • His environment is relatively barren, without playmates or toys • He’s a puppy or adolescent (under three years old) and doesn’t have other outlets for his energy • He’s the type of dog (like a terrier) that is bred to dig as part of his “job” • He’s a particularly active type of dog (like the herding or sporting breeds) who needs an active job to be happy • He’s recently seen you “playing” in the dirt (gardening or working in the yard) Recommendations: We recommend expanding your dog’s world and increasing his “people time” the following ways: • Walk your dog regularly. It’s good exercise, mentally and physically, for both of you! • Teach your dog to fetch a ball or Frisbee and practice with him as often as possible.