Wet Well Wonder in a Deep Sewer Tunnel
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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. -
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 -
The New Hampshire High Tunnel Story
The New Hampshire High Tunnel Story NATURAL RESOURCES CONSERVATION SERVICE New Hampshire January 2011 BACKGROUND National High Tunnel Conservation Benefits Local Foods Initiatives 3-Year Pilot Program High tunnels can provide a number of Growing food locally, especially before significant conservation benefits such as and after the traditional growing season, NRCS offered seasonal high tunnels an increase in plant and soil quality, a helps strengthen the local economy and (officially called “seasonal high tunnel decrease in pesticide use and foliar (leaf) helps ensure the viability and profitability system for crops”) as a conservation disease, and improved energy savings. of small farms. When NH farms succeed, practice for the first time in fiscal year Many farmers who want to grow toma- valuable farmland and cultural heritage are (FY) 2010 as part of a three-year trial to toes without using pesticides often find protected. High tunnels are important tools determine their effectiveness in con- they can only do so successfully if they for enhancing the availability of local food serving water, improving soil health, are grown in a tunnel. Without rainfall, year-round. foliar disease is often reduced because the leaves stay dry. Insects that are com- “As expected, the seasonal high monly a problem in the field may not be “It is phenomenal that winter tunnel pilot has been popular in so in the tunnel because the tunnel tends farmer’s markets in NH have grown New Hampshire. In just one to disrupt their feeding patterns. Other from none four years ago to twenty year, the NRCS-NH helped fund insects that occur in a high tunnel are today. -
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. -
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. -
FACT SHEET: BART Silicon Valley
Twin-Bore Single-Bore Running Tunnel Running Tunnel Utilities Utilities Up to ~60' FACT SHEET: VTA’s BART Silicon Valley Phase II Extension Project FACTTunneling MethodologySHEET: BART Silicon Valley VTA’sVTA’s BART BART Silicon Silicon Valley Phase Valley II Project Phase is a six-mile, ll Extension four-stationUp extensionProject to ~75' that will bring BART train service from Berryessa/North San José through downtown San José to the City of Santa Clara. The Phase II Project will include an approximately five-mile tunnel, two mid-tunnel ventilation facilities, a maintenance facility and storage yard, three VTA’sunderground BART Siliconstations (AlumValley Rock/28th Program Street, Overview Downtown San José, Diridon), and one ground-level station (Santa VTAClara). is extending The subway the tunnelBART regionalwill be in heavy one large rail system diameter to Milpitas,tunnel. San Jose, and Santa Clara. The 16-mile extension, called the BART Silicon Valley Program, will extend the BART system south of BART’s future Warm Springs/SouthSingle-Bore Fremont Tunnel Station in Fremont to Milpitas, San Jose, and Santa Clara. When completed, this fully grade-separatedThe tunnel will be project constructed is planned as a tosingle, include large six diameter stations andtunnel. a new The maintenance and storage facility in Santa Clara.approximately VTA’s BART 45 footSilicon tunnel Valley will Program contain istwo being independent delivered trackways,in two phases. one Thefor Berryessa Extension Project (Phaseeach direction I) is under of constructiontravel. Passenger and scheduled platforms willto open be located in 2018, within with thestations tunnel, in Milpitas and the Berryessa areaconnected of San toJose. -
Geotechnical Performance of a Tunnel in Soft Ground
Missouri University of Science and Technology Scholars' Mine International Conference on Case Histories in (1993) - Third International Conference on Case Geotechnical Engineering Histories in Geotechnical Engineering 03 Jun 1993, 10:30 am - 12:30 pm Geotechnical Performance of a Tunnel in Soft Ground A. B. Parreira Universidade de São Paulo, Brazil R. F. Azevedo Pontifícia Universidade Católica do Rio de Janeiro, Brazil Follow this and additional works at: https://scholarsmine.mst.edu/icchge Part of the Geotechnical Engineering Commons Recommended Citation Parreira, A. B. and Azevedo, R. F., "Geotechnical Performance of a Tunnel in Soft Ground" (1993). International Conference on Case Histories in Geotechnical Engineering. 17. https://scholarsmine.mst.edu/icchge/3icchge/3icchge-session05/17 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]. !111!!111 Proceedings: Third International Conference on Case Histories in Geotechnical Engineering, St. Louis, Missouri, ~ June 1-4, 1993, Paper No. 5.55 Geotechnical Performance of a Tunnel in Soft Ground A. B. Parreira R.F.Azevedo Assistant Professor, Universidade de Sio Paulo, Brazil Associate Professor, Pontificia Universidade Cat61ica do Rio de Janeiro, Brazil SYNOPSIS The analysis of a tunnel section excavated through soft ground is presented. -
Statement of Work for Soil Boring and Well Installation at the Rockaway Borough Well Field Site Morris County, New Jersey
SDMS Document 68234 EPA CONTRACT NUMBER: 68-01-7250 EPA WORK ASSIGNMENT NUMBER: 251-2L81 EBASCO SERVICES INCORPORATED STATEMENT OF WORK FOR SOIL BORING AND WELL INSTALLATION AT THE ROCKAWAY BOROUGH WELL FIELD SITE MORRIS COUNTY, NEW JERSEY OCTOBER, 1989 Prepared by: Approved by: CMvOAji' Lu.^:, Edward W. Blanar Dev R. Sachdev, Ph.D. P.E. Site Manager Regional Manager Region II w S o o NJ O o VD -CO-^ , TABLE OF CONTENTS Page GENERAL DESCRIPTION 1 A. PROJECT DESCRIPTION 1 B. SITE GEOLOGY 1 C. HYDROGEOLOGY 4 D. SCOPE OF WORK 5 E. HEALTH AND SAFETY 11 II, SPECIAL CONDITIONS 12- A. SOLICITATION REQUIREMENTS 12 B. WORK PROVIDED BY SUBCONTRACTOR 14 C. WORK PROVIDED BY EBASCO 16 D. HEALTH AND SAFETY 17 E. PROJECT SCHEDULE 17 F. MEASUREMENT AND PAYMENT 18 G. SUBMITTALS AND DELIVERABLES 21 H. PRICE SUMMARY FORM 22 III. TECHNICAL SPECIFICATION 25 A. CODES AND STANDARDS 25 B. MONITORING WELLS, AND SOIL BORING 25 C. DECONTAMINATION 30 D. RECORDS 31 FIGURES 1 Site Location Map 2 2 Rockaway Borough Site Map 3 3 Proposed Well Locations 6 4 Proposed Soil Boring Locations 10 5 Typical Groundwater Monitoring Well 28 TABLES Summary of Monitoring Well Depths and Screen Lengths ATTACHMENTS 1. Site-Specific Health and Safety Plan (HASP) 2. Site-Specific Health and Safety Plan for REM III Pre-Bid Site Visits 3. Medical Surveillance Program 4. Quality Assurance Nonconformance Report s? 5. Direction to Site 4 6. Standard Specifications for Sealing o Abandoned Wells o NJ O o I. GENERAL DESCRIPTION A. PROJECT DESCRIPTION The Borough of Rockaway (Rockaway Borough) is located in central Morris County, New Jersey (Figure 1). -
Volume :4 2017-2018
VOLUME :4 2017-2018 A Civil Engineering Magazine Civil-o-sphere by Department of Civil Engineering Technique Polytechnic Institute ROBOTICS AND AUTOMATION A DETAIL DESIGN OF AN TECHNOLOGY IN CONSTRUCTION OVERHANGING T-BEAM ROOF A NEW WAY TO MEASURE THE BUILDING WITH WASTE STRENGTH OF MODERN FORMS OF WATER TREATMENT PLANT CONCRETE FLOORING A DETAIL ESTIMATION OF A WELL FOUNDATION MIVAN TECHNOLOGY A 1 Vision of Our Institute To make Technique Polytechnic Institute a CENTRE OF EXCELLENCE in learning, teaching and knowledge transfer in an ambience of Humanity, Wisdom, Intellect, Knowledge, Creativity and Innovation in order to nurture our students to become culturally and ethically rich professionals with bright future of our country. Institute Mission Statements 1. To provide Knowledge with Academic Excellence and to prepare our students for their successful professional career. 2. To inspire our Faculty members to always Excel and in turn Motivate the Students to achieve Excellence. 3. To provide a stimulating learning environment with a technological orientation to maximize individual Potential. 4. To develop innovative and efficient use of modern instructional technology. 5. To ensure our students of all ability levels are well equipped to meet the challenges of education, work and life. 6. To encourage development of interdisciplinary research, which addresses strategic needs of industry and society. 7. To encourage and support professional development for faculty and staff. 8. To educate and prepare students to contribute as engineers and citizens through the creation, integration, application, and transfer of engineering knowledge 2 Vision of the department: The Vision of the Civil Engineering Department is to develop high quality Diploma Engin eers with sound pragmatic knowledge, strong sense of ethical values and good team work working & management capabilities whose collective energy will be the driving force to render the social needs with the ability to keep pace with rapidly changing global technologies. -
Home Garden Soil Testing & Fertilizer Guidelines
Home Garden Soil Testing & Fertilizer Guidelines by Courtney Pariera Dinkins, Research Associate; Clain Jones, Extension Soil Fertility Specialist/Assistant Professor; and Kathrin Olson-Rutz, Research Associate, Department of Land Resources and Environmental Sciences Soil testing and interpreting your soil test results are useful for developing MontGuide fertilizer rates specific to your garden. MT200705AG Revised 5/10 THIS GUIDE PROVIDES HOME GARDENERS AND Soil Sampling Extension agents the tools to better understand and interpret To obtain meaningful and accurate soil test results, it is soil test reports. This understanding should help the reader important that you correctly collect soil samples from accurately determine fertilizer rates and the need for soil multiple locations within your yard and garden. A minimum amendments, such as compost. The data in soil test reports of ten samples should be collected and mixed from your are only worthwhile if the tested soil sample accurately garden, or from each 1,000 square feet (sq ft) of lawn to represents the sampled garden; therefore, a summary of obtain a representative sample. Be sure to remove any mulch sampling methods is provided. or lawn thatch before collecting your soil samples. If there is a visual or textural difference from one side of your garden Soil Testing Versus or lawn to the other, submit separate samples. Samples may Standard Fertilizer Rates be submitted moist or dry. If you decide to soil sample in Due to time and the cost of soil analysis ($20-$50) mid-summer or fall, it is best to wait at least two months after compared to the cost of fertilizer for a small yard area, many fertilization to give the fertilizer a chance to dissolve, disperse gardeners do not soil test but instead use standard fertilizer and be used by plants.