Dewatering HIA Post Edit
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Dewatering Behavior of a Wood-Cellulose Nanofibril
www.nature.com/scientificreports OPEN Dewatering Behavior of a Wood- Cellulose Nanofbril Particulate System Received: 6 May 2019 Ezatollah (Nima) Amini1, Mehdi Tajvidi1, Douglas W. Bousfeld2, Douglas J. Gardner1 & Accepted: 26 September 2019 Stephen M. Shaler1 Published: xx xx xxxx The novel use of aqueous suspensions of cellulose nanofbrils (CNF) as an adhesive/binder in lignocellulosic-based composite manufacture requires the removal of a considerable amount of water from the furnish during processing, necessitating thorough understanding of the dewatering behavior referred to as “contact dewatering”. The dewatering behavior of a wood-CNF particulate system (wet furnish) was studied through pressure fltration tests, centrifugation, and characterization of hard-to- remove (HR) water, i.e. moisture content in the wet furnish at the transition between constant rate part and the falling rate part of evaporative change in mass from an isothermal thermogravimetric analysis (TGA). The efect of wood particle size thereby particle specifc surface area on the dewatering performance of wet furnish was investigated. Permeability coefcients of wet furnish during pressure fltration experiments were also determined based on Darcy’s law for volumetric fow through a porous medium. Results revealed that specifc particle surface area has a signifcant efect on the dewatering of wet furnish where dewatering rate signifcantly increased at higher specifc particle surface area levels. While the permeability of the systems decreased over time in almost all cases, the most signifcant portion of dewatering occurred at very early stages of dewatering (less than 200seconds) leading to a considerable increase in instantaneous dewatering when CNF particles come in contact with wood particles. -
Bedrock Dewatering for Construction of Marmet and Soo Lock Projects
Bedrock Dewatering for Construction of Marmet and Soo Lock Projects Michael Nield Engineering Geologist Dam Safety Production Center, Huntington, WV August 2012 US Army Corps of Engineers BUILDING STRONG® BEDROCK DEWATERING FOR CONSTRUCTION OUTLINE 1. Marmet Lock Replacement Project (construction) - Project Description - Site Geology - Permeability and Groundwater Inflow - Dewatering Provisions 2. Soo Lock Replacement Project (design) - Project Description - Site Geology - Permeability and Predicted Groundwater Inflow - Impact to Design BUILDING STRONG® MARMET LOCK - PROJECT DESCRIPTION . Located on Kanawha River, OHIIO RIVER near Charleston, West GREAT LAKES DIVISION Virginia. Permits economic river transportation of coal, MARMET aggregate and chemicals. LOCKS & DAM . Construction of the new replacement lock was completed in 2009 BUILDING STRONG® “Busiest Lock in USA” Prior to New Lock Twin 56’ X 360’ Chambers Completed in 1934 Aerial View – Original Locks BUILDING STRONG® New 110’ X 800’ Lock Chamber Original Locks New Guard Wall New Guide Walls Aerial View – New Replacement Lock BUILDING STRONG® MARMET LOCK - SITE GEOLOGY . 157 TOTAL BORINGS . 10,200’ TOTAL DRILLING . 3,700’ ROCK CORE . 294 PRESSURE TESTS Subsurface Exploration – Boring Location Plan BUILDING STRONG® General Geology . Soil thickness 40 to 60 feet . Relatively flat top of rock surface at elev. 552 ± 3’ . Sedimentary rock of the Pennsylvanian-aged Kanawha Formation Sandstone member (23 to 43 feet thick) Shale member (19 to 33 feet thick) . Low angled bedding with 0o-10o dip to the Northwest . Slightly fractured with occasional high angled joints (70o-90o) BUILDING STRONG® Bedrock Units - Sandstone Member . Light gray . Moderately hard to hard . Medium to fine grained . Average unconfined compressive strength 8,442 psi . -
Dewatering Mechanisms of Compressible Filter Cakes
Dewatering mechanisms of compressible filter cakes Sarah Strubel, Harald Anlauf, Hermann Nirschl, Institute of Mechanical Process Engineering (MVM), Karlsruhe Institute of Technology (KIT) For designing filtration processes, a correlation between applied pressure and filter cake saturation is required. This correlation is provided by the capillary pressure curve, and depends on the pore size distribution of the filter cake. Many materials form compressible filter cakes: The porosity - and pore size distribution - changes with applied pressure. To determine the capillary pressure curve, a saturated filter cake is dewatered by gradually increasing the gas pressure. Below the capillary entry pressure the filter cake will consolidate. Above, desaturation of pores will occur in addition to further consolidation. In industrial filtration processes in contrary, the filter cake is subjected to constant gas pressure and therefore consolidation and desaturation occur simultaneously. With desaturation though, the tensile strength of the filter cake and therefore the resistance to consolidation increases. It is therefore interesting to investigate, if desaturation of an already consolidated cake, as in a capillary pressure experiment, will actually result in the same porosity and saturation as in a conventional filtration experiment, where both mechanisms occur at once. In this work, filter cake porosity, saturation and residual moisture are compared for two sets of filtration experiments. The first experiment is a standard filtration test, where the filter cake is formed and desaturated by gas pressure. In the second experiment a filter cake is first formed and consolidated and subsequently desaturated by applying gas pressure to the filter cake. The obtained results show a difference in porosity for the two types of experiments with in all other respects comparable filtration conditions. -
Dewatering – Deep Well Systems
Dewatering – Deep well systems GEO-SLOPE International Ltd. | www.geo-slope.com 1200, 700 - 6th Ave SW, Calgary, AB, Canada T2P 0T8 Main: +1 403 269 2002 | Fax: +1 888 463 2239 Introduction The objective of dewatering is to lower the groundwater table to prevent significant groundwater flow into an excavation, and/or to ensure slope stability. The preferred dewatering system will depend on hydrogeological conditions and construction requirements. In the case of slopes and excavations, the groundwater table can be lowered using a combination of methods, such as deep wells, wellpoints, vacuum wells, and horizontal wells. Deep well systems are often used for dewatering slopes and excavations when large drawdowns are required. This type of system generally consists of an array of pumping wells located near the excavation or slope. The combined effect of the array lowers the groundwater table over a wide area. The active pumping system must be set below the groundwater table whereas the bottom of the wells must be set deep enough to allow flow without excessive head loss. The objective of this example is to illustrate how to model deep well systems in three-dimensional environments, and to verify the water-flow formulation against a well-known benchmark. To do so, the example will discuss a specific deep well system, and provide insight into an approach for modeling pumping wells. Numerical Simulation The deep well system, taken from Mansur and Kaufman’s (1962) chapter on dewatering, consists of a large, 770 foot-long by 370 foot-wide, 40 foot-deep excavation in a 90 foot-deep unconfined sandy aquifer. -
The Development and Validation of the Object-Oriented Quasi Three
The development and validation of the object-oriented quasi three- dimensional regional groundwater model ZOOMQ3D Groundwater Systems and Water Quality Internal Report IR/01/144 BRITISH GEOLOGICAL SURVEY INTERNAL REPORT IR/01/144 The development and validation of the object-oriented quasi three- dimensional regional groundwater model ZOOMQ3D C.R. Jackson The National Grid and other Ordnance Survey data are used with the permission of the Controller of Her Majesty’s Stationery Office. Ordnance Survey licence number GD 272191/1999 Bibliographical reference JACKSON C.R., 2001. The development and validation of the object-oriented quasi three- dimensional regional groundwater model ZOOMQ3D. British Geological Survey Internal Report, IR/01/144. 57pp. © NERC 2001 Keyworth, Nottingham British Geological Survey 2001 BRITISH GEOLOGICAL SURVEY The full range of Survey publications is available from the BGS Keyworth, Nottingham NG12 5GG Sales Desks at Nottingham and Edinburgh; see contact details 0115-936 3241 Fax 0115-936 3488 below or shop online at www.thebgs.co.uk e-mail: [email protected] The London Information Office maintains a reference collection www.bgs.ac.uk of BGS publications including maps for consultation. Shop online at: www.thebgs.co.uk The Survey publishes an annual catalogue of its maps and other publications; this catalogue is available from any of the BGS Sales Murchison House, West Mains Road, Edinburgh EH9 3LA Desks. 0131-667 1000 Fax 0131-668 2683 The British Geological Survey carries out the geological survey of e-mail: [email protected] Great Britain and Northern Ireland (the latter as an agency service for the government of Northern Ireland), and of the London Information Office at the Natural History Museum surrounding continental shelf, as well as its basic research (Earth Galleries), Exhibition Road, South Kensington, London projects. -
Groundwater Flow in Low-Permeability Environments
WATER RESOURCES RESEARCH, VOL. 22, NO. 8, PAGES 1163-1195, AUGUST 1986 Groundwater Flow in Low-Permeability Environments Water Resources Division, U.S. Geological Survey, Reston, Virginia Certain geologic media are known to have small permeability; subsurface environments composed of these media and lacking well developed secondary permeability have groundwat'er flow sytems with many distinctive characteristics. Moreover, groundwater flow in these environments appears to influence the evolution of certain hydrologic, geologic, and geochemical systems, may affect the accumulation of pertroleum and ores, and probably has a role in the structural evolution of parts of the crust. Such environments are also important in the context of waste disposal. This review attempts to synthesize the diverse contributions of various disciplines to the problem of flow in low-permeability environments. Problems hindering analysis are enumerated together with suggested approaches to overcoming them. A common thread running through the discussion is the significance of size- and time-scale limitations of the ability to directly observe flow behavior and make measurements of parameters. These limitations have resulted in rather distinct small- and large-scale approaches to the problem. The first part of the review considers experimental investigations of low-permeability flow, including in situ testing; these are generally conducted on temporal and spatial scales which are relatively small compared with those of interest. Results from this work have provided increasingly detailed information about many aspects of the flow but leave certain questions unanswered. Recent advances in laboratory and in situ testing techniques have permitted measurements of permeability and storage properties in progressively "tight- er" media and investigation of transient flow under these conditions. -
Rotary Vacuum-Drum Filter
Rotary vacuum-drum filter Rotary vacuum filter drum consists of a drum rotating in a tub of liquid to be filtered. The technique is well suited to slurries, and liquids with a high solid content, which could clog other forms of filter. The drum is pre-coated with a filter aid, typically of diatomaceous earth (DE) or Perlite. After pre-coat has been applied, the liquid to be filtered is sent to the tub below the drum. The drum rotates through the liquid and the vacuum sucks liquid and solids onto the drum pre-coat surface, the liquid portion is "sucked" by the vacuum through the filter media to the internal portion of the drum, and the filtrate pumped away. The solids adhere to the outside of the drum, which then passes Oliver-type rotary vacuum-drum filter. a knife, cutting off the solids and a small portion of the filter media to reveal a fresh media surface that will enter the liquid as the drum rotates. The knife advances automatically as the surface is removed. Contents Basic fundamentals Rotary vacuum drum filter Range of application Advantages and limitations Advantages Disadvantages Designs available Belt discharge Scraper discharge Roll discharge String discharge Pre coat discharge Main process characteristics and assessment Heuristics design process Basic operation parameters heuristics Discharge mechanism adjustment heuristics Endless belt Scraper Roll String Pre coat Pre coat filter operation heuristics Advanced blade Necessary post treatment for waste stream for thicker Chlorination UV radiation Ozonation Necessary post treatment for waste stream for clarifier Land reclamation Incineration New Development See also References Further reading External links Basic fundamentals Rotary vacuum drum filter Rotary vacuum drum filter (RVDF), patented in 1872,[1] is one of the oldest filters used in the industrial liquid-solids separation. -
3.2 Conservation Value of Scrub
••••••. a a a a a= 11111. a a aaaalaaaa JNCC Report No 308 The nature conservation value of scrub in Britain SR Mortimer.. AJ Turner' VK Brown', RJ Fuller'. JEG Goods SA Bell'. PA Stevens'. D Norris', N Bayfieldn, & LK Ward' August 2000 This report should be cited as: Mortimer. SR. Turner. Al. Brown, VIC,Fuller, RJ, Good. JEG, Bell, SA. Stevens. PA. Norris. D. Bayfield. N & Ward, LK 2000. TI The nature conservation value of scrub in Britain. JNCC Report No. 308. JNCC. Peterborough 2000 For further information please contact: Habitats Advice Joint Nature Conservation Committee Monkstone House. City Road. Peterborough PEI HY. UK ISSN 0963-8091 CYNCOI cm' CWLAD SCOTTISH CYMRU N=77-",\! NATURAL COUNMSIDI HERITAGE COUNCII Mt WU It ENGLISH NATURE 0-4^70, This report was produced as a result of a commission research contract for English Nature with contributions from Scottish Nature Heritage and the Countryside Council for Wales CABI Bioseienee, Sik%ilod Park. A.eoi. Berks. SI.5 7TA 1- British Trust I-or Ornitholouy. The Nunnery. Thcilord. :Sorkin:. IP24 2PU Centre lor EcoioL:y and Hydoilou . Demo! 12ikid. Bangor. Gviy nedd. LL.57 2U1' II Centre tor licidoey and Ilydroloy. I lill uI Brathens. Glasse!. Banchory. Kincardineshire AB3 I 413Y + 53 Nide, Avenue. Sandtord. Wareham. Dorset. 131120 7AS 1 JOINT NATURE CONSERVATION COMMITTEE: REPORT DISTRIBUTION Report number 308 Report title: The nature conservation value of scrub Contract number: FIN/CON/VT998 Nominated Officer Jeanette Hall. Woodland Network Liaison Officer Date received: April 20110 Contract title: A review of the nature conservation value of scrub in the UK Contractors: CABI Bioscience. -
A Review of the Ornithological Interest of Sssis in England
Natural England Research Report NERR015 A review of the ornithological interest of SSSIs in England www.naturalengland.org.uk Natural England Research Report NERR015 A review of the ornithological interest of SSSIs in England Allan Drewitt, Tristan Evans and Phil Grice Natural England Published on 31 July 2008 The views in this report are those of the authors and do not necessarily represent those of Natural England. You may reproduce as many individual copies of this report as you like, provided such copies stipulate that copyright remains with Natural England, 1 East Parade, Sheffield, S1 2ET ISSN 1754-1956 © Copyright Natural England 2008 Project details This report results from research commissioned by Natural England. A summary of the findings covered by this report, as well as Natural England's views on this research, can be found within Natural England Research Information Note RIN015 – A review of bird SSSIs in England. Project manager Allan Drewitt - Ornithological Specialist Natural England Northminster House Peterborough PE1 1UA [email protected] Contractor Natural England 1 East Parade Sheffield S1 2ET Tel: 0114 241 8920 Fax: 0114 241 8921 Acknowledgments This report could not have been produced without the data collected by the many thousands of dedicated volunteer ornithologists who contribute information annually to schemes such as the Wetland Bird Survey and to their county bird recorders. We are extremely grateful to these volunteers and to the organisations responsible for collating and reporting bird population data, including the British Trust for Ornithology, the Royal Society for the Protection of Birds, the Joint Nature Conservancy Council seabird team, the Rare Breeding Birds Panel and the Game and Wildlife Conservancy Trust. -
Download Systematic List
SyStematic LiSt Bird report for 2000–2001 observers Please see the list of contributors at the end of this report to whom we extend our thanks. abbreviations and place names The normal abbreviations are shown below in the table. For place names difficulties arise where there are several names for the same sites including where, for example, a gravel pit complex is named but not the individual pit. A map and guide to the main sites is included towards the end of the report to assist with identification. age/Sex pLaceS/ LocaLitieS ad adult com Common f/s First summer cp Country Park f/w First winter (plumage) fm Farm imm Immature gc Golf course Juv Juvenile gp Gravel Pit(s) m Male res Reservoir pr pair r. River f or fem Female Sf Sewage Farm r/h Redhead StW Sewage Treatment Works r/t Ringtail S/p Summer plumage e Berks East Berkshire S/s Second summer m.Berks Mid Berkshire S/w Second winter W Berks West Berkshire W/p Winter plumage dorney W Dorney Wetlands W Winter K&a Kennet and Avon 3/s Third summer Qmr Queen Mother Reservoir 3/w Third winter In an attempt to show the national status of our breeding birds, any species that is protected under Schedule One of the Wildlife and Countryside Act and any species that may be red or amber listed in the most recent list of Birds of conservation concern for the UK will have the species status placed in brackets after the county status which precedes the species account. -
Multi-Scale Modelling of Borehole Yields in Chalk Aquifers
Multi-scale modelling of borehole yields in chalk aquifers Kirsty Upton Department of Civil and Environmental Engineering Imperial College London A thesis submitted for the degree of Doctor of Philosophy Abstract A new multi-scale groundwater modelling methodology is presented to simulate pumped water levels in abstraction boreholes accurately within regional groundwater models. This provides a robust tool for assessing the sustainable yield of supply boreholes, thus improving our understanding of groundwater availability during drought. Under UK legislation water companies are required to quantify the reliable, or deployable, output (DO) of all groundwater and surface water sources under drought conditions. However, there is a current lack of appropriate tools for assessing groundwater DO, especially for hydrogeologically complex sources. This is a particular issue for sources in the Chalk aquifer, which is vertically heterogeneous and closely linked with the surface water system. The DO of an abstraction borehole is influenced by processes operating at different scales. The multi-scale model incorporates these processes, providing a new and unique method for simultaneously representing regional groundwater processes, local-scale processes, and features of a borehole. The 3D borehole-scale model solves the Darcy- Forchheimer equation in cylindrical co-ordinates to simulate both linear and non-linear radial flow to a borehole. It represents important features of the borehole itself and incorporates horizontal and vertical aquifer heterogeneity. The radial flow model is embedded within a Cartesian grid using a hybrid radial-Cartesian finite difference method which has not previously been applied in the field of groundwater modelling. A novel methodology is developed to couple this model to a regional groundwater model, ZOOMQ3D, using the OpenMI model linkage software. -
34816 Dewatering Calcs Tables
Table 1A: Dewatering Calculations for Installation of Underground Storage Tanks Facility Name: 7-Eleven Store No. 34816 Facility Address: 3701 Santa Barbara Blvd, Naples, Collier Co, FL 34104 FDEP ID: 11/9063983 aquifer thickness water table drop (b) in feet in feet H=total head of aquifer 50 13 H= 15.2 m h=total head of dewatered aquifer 37 h= 11.3 m K in ft/day K=hydraulic conductivity 6.97 Ro = Radius of Influence K= 2.46E-05 m/s Re = Equivalent Radius of Influence Ro in feet Ro + Re in Feet Ro=3000(H-h)sqrtK L in ft W in ft 193.4 217.8 Ro= 58.9 m 52 36 ab Re=radius of influence (equivalent) 15.8 11.0 Re= 7.4 m # well points q= 7.84335E-05 m^3 / sec 50 q= 1.2 gpm per well point Total pump rate 62 (gpm) 89,452 (gpd) NOTE: 1. Please see enclosed the Broward County Environmental Protection Department Exhibit III: Calculation Methods for Radius of Influence and Dewatering Flow Rate from Aquifer Test Data. 2. Aquifer values are from subject site assessment data. Table 1B: Dewatering Calculations for Installation of Fuel Dispenser Sumps, Product Piping, and Canopy Footers Facility Name: 7-Eleven Store No. 34816 Facility Address: 3701 Santa Barbara Blvd, Naples, Collier Co, FL 34104 FDEP ID: 11/9063983 aquifer thickness water table drop (b) in feet in feet H=total head of aquifer 50 3 H= 15.2 m h=total head of dewatered aquifer 47 h= 14.3 m K in ft/day K=hydraulic conductivity 6.97 Ro = Radius of Influence K= 2.46E-05 m/s Re = Equivalent Radius of Influence Ro in feet Ro + Re in Feet Ro=3000(H-h)sqrtK L in ft W in ft 44.6 81.3 Ro= 13.6 m 132 32 ab Re=radius of influence (equivalent) 40.2 9.8 Re= 11.2 m # well points q= 0.000212597 m^3 / sec 50 q= 3.4 gpm per well point Total pump rate 168 (gpm) 242,463 (gpd) NOTE: 1.