Last edited by Tekree
Thursday, July 30, 2020 | History

2 edition of Design and testing of a prototype rock separator for sortyard debris found in the catalog.

Design and testing of a prototype rock separator for sortyard debris

Michael Pottie

Design and testing of a prototype rock separator for sortyard debris

by Michael Pottie

  • 202 Want to read
  • 17 Currently reading

Published by Canadian Forestry Service, Pacific Forestry Centre in Victoria, B.C .
Written in English

    Subjects:
  • Mineral industries -- Equipment and supplies.,
  • Refuse and refuse disposal -- Equipment and supplies.,
  • Wood waste.

  • Edition Notes

    Includes abstract in French.

    StatementMichael A. Pottie, A.W.J. Sinclair.
    SeriesFERIC special report -- no. SR-41., Information report / Pacific Forestry Centre -- BC-X-292., Information report (Pacific Forestry Centre) -- BC-X-292., Special report (Forest Engineering Research Institute of Canada) -- no. SR-41.
    ContributionsSinclair, A. W. J., Pacific Forestry Centre.
    The Physical Object
    Pagination16 p. ;
    Number of Pages16
    ID Numbers
    Open LibraryOL16008872M
    ISBN 100662156641

    @article{osti_, title = {Design of a quiet rock drill. A feasibility study using principles of leavell pavement breaker. Final report}, author = {Anderson, F R and Shaikh, N}, abstractNote = {Noise control of existing pneumatic drills is difficult and runs into cost, performance, and weight penalties. A need exists for a start-from-scratch approach for quiet pneumatic rock drills. Design your own hydrodynamic separator Login or Register to Get Started The DYOHDS® tool fully automates the design process for hydrodynamic separators and provides calculations, drawings, and specifications that can be used for creating project plans.

    size prototype structures for slopes of 8 to 40% and median rock sizes up to mm. Rice et al. () examined six design procedures and compared their results for a range of discharges and bed slopes. Rice et al. (a) developed empirical relationships to predict the Manning roughness coefficient as a function of stone size and bed slope. Washington State Department of Transportation.

    Recent modifications to the system for permeability measurement on hard-rock samples include top and base gaskets and design of sample rings specifically machined to match the sample diameter and which include a central o-ring seal at the sample mid-point; these adaptations have worked well on outcrop and SAFOD drill hole samples. Rock mass properties Introduction Reliable estimates of the strength and deformation characteristics of rock masses are required for almost any form of analysis used for the design of slopes, foundations and underground excavations. Hoek and Brown (a, b) proposed a method for.


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Design and testing of a prototype rock separator for sortyard debris by Michael Pottie Download PDF EPUB FB2

A precommercial prototype of a rock separator for timber yard debris was designed, built and field tested. Rock separation efficiencies of up to 90% were achieved at a processing rate of t/h.

Changes in rubber conveyor belt speed and tilt angle were found to be more effective than changes in slope angle to increase the rock separation : A.

Sinclair, M. Pottie. Design and testing of a prototype rock separator for sortyard debris by Michael Pottie,Canadian Forestry Service, Pacific Forestry Centre edition, in EnglishPages: Design and Testing ofa Prototype Rock Separator for Sortyard Debris ichael.

Pattie A.W.J. Sinclair Forest Engineering Research Institu e ofCanada West Broadway ancou er, B.C. 6K 2C8 Feric Special Report o. SR Canadian Forestry Service Information Report BC-X Canadian Forestry Service Pacific Forestry Centre West Burnside Road. For this, the system is usually made up of a free water knock-out (FWKO), flow line heater, and oil-gas (two-phase) separators.

We will be looking at the design of this last component. The physical separation of these three phases is carried out in several steps. Water is separated first from the hydrocarbon mixture (by means of the FWKO), and.

Design Concept for a More Efficient Steam-Water Separator K.C. Foong 21 Merriefield Avenue, Forrest Hill, North Shore City, New Zealand [email protected] Keywords: Separator ABSTRACT The Webre steam-water separator design is widely used in New Zealand, Philippines, Indonesia, Kenya and elsewhere in the Size: KB.

Separator Design for Liquid Removal from Gas Streams John Pietranski P.E., Ph.D. Background This course provides a step-by-step development for the design of two types of liquid-in-gas separation devices: horizontal and the vertical gravity separators.

These two types of process vessels are utilized throughout the chemical process. So I am looking at building a rock separator for getting some decent fill. Some of the details: Land I will be digging is primarily sandy loam with glacial boulders (fist sized to 12" angular boulders most likely, the larger stuff I can sort out with the bucket).

Southern Boundary Waters area in MN. I am thinking of 3" separation in slats. Turn any shop vacuum with a /4'' ID outlet into a 2-stage dust and chip separator. When used with most power tools and shop vacuums, the Dust Right® Separator captures sawdust, wood chips, and other debris before it enters your vacuum, preventing the loss of suction power caused by a.

separators and is a function of liquid height for horizontal separators) qa = Gas flow rate at the actual flowing condition The Design Parameter, KS The design parameter, KS, in the Souders-Brown equation is an empirical parameter and is a key factor for the sizing the gas-liquid separators vessel diameter as well as for determination of.

- Design Considerations VDOT BMP Design Manual of Practice 2 of 17 Chapter 16 – Hydrodynamic Separators Swirl separation structures are characterized by an internal mechanism that creates a swirling motion. This motion results in the settling of solids to the bottom of the chamber.

Gradation Design of Sand and Gravel Filters. Rock Size. Rock size for chutes shall be expressed by the D 50 size (50 percent passing by weight). To provide an economical design, rock delivered from local quarries should be used.

Therefore, a determination of the rock size and shape to be used shall be completed prior to the design of a rock chute. The elements of floating-debris control in this report are described under the general headings: origins of floating debris, collecting floating debris, removing floating debris, and disposing of debris.

Each group con-tains several elements, and the merits of having certain elements in one par. Laboratory testing is a fundamental element of a geotechnical investigation. The ultimate purpose of laboratory testing is to utilize repeatable procedures to refine the visual observations and field testing conducted as part of the subsurface field exploration program, and to determine how the soil or rock will perform under the imposed.

testing IV Highly weathered Partly changed to soil, soil > rock Scrape NB corestones Variable and unreliable III Moderately weathered Partly changes to soil, rock > soil Rip Good for most small structures II Sliggyhtly Increased fractures and Blast Good for weathered mineral staining anything except large dams I Fresh rock Clean rock Blast Sound.

C Rock hammer impact, field test C-7 C Permeable rock jetties (fish habitat structures) C-8 C Close-up of permeable rock jetty C-8 C RSP tied to solid rock outcrop, natural impermeable retard (jetty) C-9 C Soil-filled voids, natural vegetation C-9 C Channel cut through deposited beach sand C C Layers of deposited sand C Design Recommendations for Structural Intersections from Ref.

45 Local Fatigue Details for Ship Structural Detail 1-B-4 Local Fatigue Details for Ship Structural Detail 1-A-i Summary of Structural Details Surveys Typical Details Surveyed Data Synthesis by Detail Families Effectively manage your produced fluids. Test separators are used on exploration wells where effluent phases may not be known, so they must treat a wide variety of effluents, such as gas, gas condensate, light oil, heavy oil, and foaming oil as well as oil containing water and impurities such as mud or.

For gas liquid separators, following equation for the gas phase design velocity governs the separator diameter, ρ L and ρ G are the densities of liquid and gas phase respectively. K is a proportionality constant which depends on a number of factors which include liquid viscosity, surface tension, entrainment loading, and the content of.

In Situ Field Testing. Laboratory Testing of Soil and Rock. Developing the Testing Plan. Engineering Properties of Soil. Correlations for Estimating Engineering Properties of Soil. Engineering Properties of Rock. Final Design Values.

References. SECTION - SEISMIC DESIGN. crushed rock, and other materials if done according to criteria established in this section.

Chapter 11 addresses the logging format and criteria for describing soil in test pits, trenches, auger holes, and drill hole logs. All investigations associated with land classification.

Laboratory rock testing is performed to determine the strength and elastic properties of intact specimens and the potential for degradation and disintegration of the rock material. The derived parameters are used in part for the design of rock fills, cut slopes, shallow and .A.

To increase the efficiency of the three phase production separator. B. To design a Three Phase Production Separator with least number of modifications. C. To design the Production Separator following ASME Section VIII and ASME Section II. D. To analyse parts, internal and external components for design failure.

E.Equations were developed to predict performance and were incorporated into a spreadsheet for ease of design. Laboratory tests were performed to validate the predictions and to explore various design details.

Following successful lab testing, the prototype separator, which was /2 inches in diameter, was placed downhole inside /2 inch tubing.