WATER WELL DRILLING METHODS There Are Several Different
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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. -
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. -
Feeds & Speeds — Drilling Or Reaming General Purpose
CL RLD ASS WO FEEDS & SPEEDS — DRILLING OR REAMING GENERAL PURPOSE OR COOLANT FED FEED RATE (INCHES PER REVOLUTION) M AD E IN USA HOLE DIAMETER IN INCHES CUTTING SPEED (SFM) 1/8 1/4 3/8 1/2 5/8 3/4 1 11/4 11/2 STARTING RANGE* GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- GEN. COOL- CHIP BRINELL TOOL. MATERIAL BEING MACHINED MATERIAL EXAMPLES CHIP DESCRIPTION GENERAL COOLANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT PUR- ANT CLASS HARDNESS APPLIC. PURPOSE FED POSE FED POSE FED POSE FED POSE FED POSE FED POSE FED POSE FED POSE FED POSE FED ALUMINUM ALLOY 308.0, 356.0, 360.0, 380.0, 383.0, 390.0, 30-150 DISCONTINUOUS FLAKY OR DRILL 250-350 375-550 .003 – .005 .004 .007 .005 .008 .006 .010 .006 .011 .007 .014 .009 .017 – .019 – CAST AND WROUGHT 2024, 3003, 4032, 5052, 6061, 7075 (500 kg) LONG STRINGY REAM 150-250 200-300 .004 – .006 .008 .008 .010 .011 .013 .012 .015 .013 .017 .016 .021 .019 .022 .020 .024 COPPER ALLOY 101, 110, 115, 120, 130, 142, 155, 170, 172, 175, 40-200 LONG CONTINUOUS DRILL 125-190 225-300 .002 – .005 .004 .007 .005 .008 .006 .009 .007 .010 .008 .012 .010 .014 – .016 – TOUGH 195, 425, 610, 630, 655, 725, 805, 826, 910 (500 kg) REAM 50-90 70-105 .005 – .006 .008 .008 .010 .010 .013 .011 .014 .012 .016 .014 .018 .016 .019 .017 .020 LEAD ALLOY Alloys 7, 8, 13, 15 10-20 DISCONTINUOUS DRILL 350-450 400-500 .003 – .005 .004 .006 .006 .007 .007 .008 .008 .009 .009 .013 .013 .015 – .017 – 20 1Sb, 4Sb, 6Sb, 8Sb, 9Sb (500 kg) TIGHTLY CURLED REAM 150-250 200-300 -
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 -
Drill Press Safety Quiz
Drill Press Safety Quiz Name: ___________________ _ Date: ___________________________ 1. Drill press training is only required if I have no previous experience using a drill press. True False 2. What personal protective equipment should be used when operating a drill presses? A. Respirator B. Gloves C. Safety glasses D. Face shield 3. Before operating a drill press always remember to: A. Secure your hair B. Secure loose clothing C. Remove all jewelry D. All of the above 4. Which of the following three drill bits shanks should only be used in a drill press chuck? A. Triangular, the chuck key, or hex B. Square, round, or hex C. Round, hex, or triangular D. Roller, twist, or triangular 5. You should always position and secure your work piece to prevent it from spinning, and so you do not drill into the table. True False 6. __________ the drill press before changing the belts for speeds. A. Slow down B. Power off C. Speed up D. Keep running 7. When operating a drill press you should: A. Never start the drill with the drill bit pressed against your work B. Operate the drill at appropriate speeds C. Reduce the drilling pressure when the bit begins to break through your work D. All of the above C 10. F, 9. A, 8. D, 7. B, 6. T, 5. C, 4. D, 3. C, 2. F, 1. Answers: 8. ______________ involves plunging the drill bit part way through the work piece, and then retracting it to the surface. This is repeated until the hole is finished. -
Pioneer Double Duck Reed Instructions
v08.13 Turning a Pioneer Double Reed Duck Call Turning the Stopper 1. Mount the 1/2" WoodMaster mandrel into a drill chuck or Supplies Needed collet chuck. • 1 1/2" x 1 1/2" x 6" Blank • Sandpaper/Finish 2. Slide the blank onto the mandrel and tighten the expansion • Duck Call Reed Assembly • Drill or Drill Press screw so the blank will not slip while turning. Do not • 3/4" WoodMaster Mandrel • Eye and Ear Protection overtighten. • 1/2" WoodMaster Mandrel • 1/2" Drill Bit • Glue (Thick CA or Epoxy) • 3/4" Drill Bit 3. Turn a 3/4" dia. tenon that will fit into the barrel. Use a set of calipers to size the tenon. Test the fit of the stopper tenon by Wood Preparation stopping the lathe, and sliding the barrel over the end of the mandrel and onto the stopper tenon. This step may need to be 1. Select a blank 1-1/2" x 1-1/2" x 6". repeated several times. Do not to remove the stopper from 2. Cut the blank to the sizes shown below. the mandrel, as this may alter the alignment. Game Call Instructions3. Mark and drill the blanks as shown below. 3/4" diameter hole Craft 4.Supplies Cut two grooves USA in 1-800-551-887the tenon using the point6 of a skew to for the barrel. 1/2" diameter hole for the stopper. accept the o-rings. The o-rings should be slightly proud of the tenon and no larger or this will cause fitment issues. -
Geotechnical Investigation Across a Failed Hill Slope in Uttarakhand – a Case Study
Indian Geotechnical Conference 2017 GeoNEst 14-16 December 2017, IIT Guwahati, India Geotechnical Investigation across a Failed Hill Slope in Uttarakhand – A Case Study Ravi Sundaram Sorabh Gupta Swapneel Kalra CengrsGeotechnica Pvt. Ltd., A-100 Sector 63, Noida, U.P. -201309 E-mail :[email protected]; [email protected]; [email protected] Lalit Kumar Feedback Infra Private Limited, 15th Floor Tower 9B, DLF cyber city Phase-III, Gurgaon, Haryana-122002 E-mail: [email protected] ABSTRACT: A landslide triggered by a cloudburst in 2013 had blocked a major highway in Uttarakhand. The paper presents details of the geotechnical and geophysical investigations done to evaluate the failure and to develop remedial measures. Seismic refraction test has been effectively used to characterize the landslide and assess the extent of the loose disturbed zone. The probable causes of failure and remedial measures are discussed. Keywords: geotechnical investigation; seismic refraction test; slope failure; landslide assessment 1. Introduction 2.2 Site Conditions Fragility of terrain is often reflected in the form of The rock mass in the area has unfavorable dip towards disasters in the hilly state of Uttarakhand. Geotectonic the valley side. In a 100-150 m stretch, the gabion wall configuration of the rocks and the high relative relief on the down-hill side of the highway, showed extensive make the area inherently unstable and vulnerable to mass distress. The overburden of boulders and soil had slid movement. The hilly terrain is faced with the dilemma of down, probably due to buildup of water pressure behind maintaining balance between environmental protection the gabion wall during heavy rains. -
Guidelines for Sealing Geotechnical Exploratory Holes
Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1998) - Fourth International Conference on Geotechnical Engineering Case Histories in Geotechnical Engineering 10 Mar 1998, 2:30 pm - 5:30 pm Guidelines for Sealing Geotechnical Exploratory Holes Cameran Mirza Strata Engineering Corporation, North York, Ontario, Canada Robert K. Barrett TerraTask (MSB Technologies), Grand Junction, Colorado Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Mirza, Cameran and Barrett, Robert K., "Guidelines for Sealing Geotechnical Exploratory Holes" (1998). International Conference on Case Histories in Geotechnical Engineering. 7. https://scholarsmine.mst.edu/icchge/4icchge/4icchge-session07/7 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]. 927 Proceedings: Fourth International Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri, March 9-12, 1998. GUIDELINES FOR SEALING GEOTECHNICAL EXPLORATORY HOLES Cameran Mirza Robert K. Barrett Paper No. 7.27 Strata Engineering Corporation TerraTask (MSB Technologies) North York, ON Canada M2J 2Y9 Grand Junction CO USA 81503 ABSTRACT A three year research project was sponsored by the Transportation Research Board (TRB) in 1991 to detennine the best materials and methods for sealing small diameter geotechnical exploratory holes. -
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. -
Stanley CE Certified Products Catalog
Selection, Innovation, CE CERTIFIED Performance PRODUCT Your One-Stop Shop for Hydraulic Tools CATALOG and Attachments CE TOOLS CATALOG INDEX About Hydraulic Tools . 1-2 Breakers . 2-4 Chipping Hammer . 5 Augers . 5 Tamper Drills . 6 Grinders . 7 Hammer Drills . 8 Impact Drills . 9 Impact Wrenches . 10 Diamond Chainsaws . 11 Chainsaw & Cutoff Saw Water Pump . 11 Utility Chain saw . 12 Cutoff Saw . 12 Sump Pumps . 13 Trash Pumps . 14 GREAT BRAND, GREAT TOOLS Power Units . 15 STANLEY has a proud tradition of being a global leader in the development of a wide range of innovative hydraulic products used in a variety of industries and Suggested Carrier Ranges . 16 applications throughout the world. As a proud member of STANLEY Black & Decker, a 175 year old company committed to the manufacture and distribution of quality tools for the professional, industrial, and consumer, we at Stanley Infrastructure are dedicated to providing our customers with innovative customer-driven product Profile Grinders . 16 designs, world class quality, unmatched product support, and superior value. Track Jacks . 17 GLOBAL REPRESENTATION Weld Shear . 17 STANLEY Infrastructure produces an extensive line of products for use in construction, demolition, scrap processing, recycling, utilities, municipalities, railroads, Rail Saw . 18 industry, landscaping, underwater, construction, and specialty trades. STANLEY Infrastructure Tools has sales offices and distributors throughout North America, Central America, South America, Europe, Asia, Australia, and the Middle East. Rail Drill . 18 Hydraulic System Requirements . 19-20 OUR MISSION STANLEY is committed to providing innovative solutions for infrastructure based applications. We are for those who make the world move. B www.stanleyinfrastructure.com 833.723.1843 833.723.1843 www.stanleyinfrastructure.com C CE TOOLS CE TOOLS SERIES BR BREAKERS Nothing equals the impact force of hydraulic-powered breakers. -
Reconnaissance Borehole Geophysical, Geological, And
Reconnaissance Borehole Geophysical, Geological, and Hydrological Data from the Proposed Hydrodynamic Compartments of the Culpeper Basin in Loudoun, Prince William, Culpeper, Orange, and Fairfax Counties, Virginia [Version 1.0] By Michael P. Ryan, Herbert A. Pierce, Carole D. Johnson, David M. Sutphin, David L. Daniels, Joseph P. Smoot, John K. Costain, Cahit Çoruh, and George E. Harlow Open–File Report 2006-1203 U.S. Department of the Interior U.S. Geological Survey Reconnaissance Borehole Geophysical, Geological, and Hydrological Data from the Proposed Hydrodynamic Compartments of the Culpeper Basin in Loudoun, Prince William, Culpeper, Orange, and Fairfax Counties, Virginia [Version 1.0] By Michael P. Ryan, Herbert A. Pierce, Carole D. Johnson, David M. Sutphin, David L. Daniels, Joseph P. Smoot, John K. Costain, Cahit Çoruh, and George E. Harlow Open-File Report 2006–1203 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey Mark D. Meyers, Director U.S. Geological Survey, Reston, Virginia: 2007 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS--the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report.