Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior, Arizona by Gary D. LeCain

Cover of: Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior, Arizona | Gary D. LeCain

Published by U.S. Dept. of the Interior, U.S. Geological Survey, Earth Science Information Center, Open-File Reports Section [distributor] in Denver, Colo .

Written in English

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Subjects:

  • Volcanic ash, tuff, etc. -- Arizona -- Superior Region -- Permeobility,
  • Radioactive waste disposal in the ground -- Arizona -- Superior Region,
  • Rock mechanics -- Arizona -- Superior Region

Edition Notes

Book details

Other titlesPneumatic testing in 45 degree inclined boreholes in ash-flow tuff near Superior, Arizona., Pneumatic testing in forty five degree inclined boreholes in ash-flow tuff near Superior, Arizona., Pneumatic testing in 45 degree inclined boreholes in ash-flow tuff near Superior, Arizona.
Statementby Gary D. LeCain ; prepared in cooperation with the Nevada Operations Office, U.S. Department of Energy.
SeriesWater-resources investigations report -- 95-4073.
ContributionsUnited States. Dept. of Energy. Nevada Operations Office., Geological Survey (U.S.)
The Physical Object
Paginationiv, 27 p. :
Number of Pages27
ID Numbers
Open LibraryOL17788478M
OCLC/WorldCa33885788

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Pneumatic Testing in Degree-lnclined Boreholes in Ash-Flow Tuff Near Superior, Arizona ByGary D. LeCain Abstract Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash- flow tuff ranged from to * 1O16 m2 (meters squared), depending on the gas-injection rate and analysis method oazadlaciebie.com by: Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona [Gary D.

LeCain] on oazadlaciebie.com *FREE* shipping on qualifying oazadlaciebie.com: Gary D. LeCain. Oct 24,  · Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona Showing of 34 pages in this report.

PDF Version Also Available for oazadlaciebie.com by: Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash-flow tuff ranged from to * m2 (meters squared), depending on the gas-injection rate and analysis method used.

Results from the single-hole tests showed several significant correlations between permeability and injection rate and between permeability and test order. Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash-flow tuff ranged from to Pneumatic testing in 45-degree-inclined boreholes in ash-flow tuff near Superior } m{sup 2} (meters squared), depending on the gas-injection rate and analysis method used.

Results from the single-hole tests showed several significant correlations. Get this from a library. Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona.

[Gary D LeCain; United States. Department of Energy. Nevada Operations Office.; Geological Survey (U.S.)]. Pneumatic Testing in Degree-Inclined Boreholes in Ash-Flow Tuff Near Superior, Arizona ByGary D. LeCain Abstract Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash- flow tuff ranged from to * l6 m2 (meters squared), depending on the gas-injection rate and analysis method oazadlaciebie.com by: Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash-flow tuff ranged from to *10{sup } m{sup 2} (meters squared), depending on the gas-injection rate and analysis method used.

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LeCain. Buy Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona (SuDoc I /) by Gary D. LeCain (ISBN:) from Amazon's Book Store. Everyday low prices and free delivery on eligible oazadlaciebie.com: Gary D. LeCain. Amazon配送商品ならPneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizonaが通常配送無料。更にAmazonならポイント還元本が多数。Gary D.

LeCain作品ほか、お急ぎ便対象商品は当日お届けも可能。. Pneumatic testing in degree-inclined boreholes in Arizona book tuff near Superior, Arizona, USGS Water Resources Investigations Report 95–, USGS, Denver, Colorado.

Google Scholar Pruess K., Author: Yvonne Y. Tsang. Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona / by Gary D. LeCain ; prepared in cooperation with the Nevada Operations Office, U.S.

Department of Energy. Stanford Libraries' official online search tool for books, media, journals, databases, government documents and more. Field tests and model analyses of seepage into drift. Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona. U.S.

Geological Survey Water Resources Investigations ReportDenver, CO. Google oazadlaciebie.com by: Numerous single-hole and cross-hole pneumatic injection tests have been conducted in unsaturated fractured tuff at the Apache Leap Research Site (ALRS) near Superior, Arizona.

Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona / by Gary D. LeCain ; prepared in cooperation with the Nevada Operations Office, U.S. Department of oazadlaciebie.com: Gary D. LeCain. Previous analyses of single-hole and cross-hole pneumatic injection tests have pointed to a pronounced permeability scale effect at the ALRS G.D.

LeCainPneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona. US Geological Survey Water-Resources Investigations Report () Cited by: Filed under: Volcanic ash, tuff, etc Las rocas eruptivas del suroeste de la Cuenca de México / (México: Oficina Tip. de la Secretaría de Fomento, ), by Ezequiel Ordóñez (page images at.

Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona Technical Report LeCain, G.D. Matrix permeability values determined by single-hole pneumatic testing in nonfractured ash-flow tuff ranged from to *10{sup } m{sup 2} (meters squared), depending on the gas-injection rate and analysis method used.

In-situ measurement of rock permeability based on pneumatic tests in boreholes CAO Yuan, NIU Guan-yi, WANG Tie-liang Northwest Institute of Nuclear Technology, Xi'anChina.

Download Ash Flow Tuffs ebook for free in pdf and ePub Format. Ash Flow Tuffs also available in format docx and mobi. Read Ash Flow Tuffs online, read in mobile or Kindle. ash flow tuffs Download ash flow tuffs or read online books in PDF, EPUB, Tuebl, and Mobi Format.

Click Download or Read Online button to get ash flow tuffs book now. This site is like a library, Use search box in the widget to get ebook that you want. Numerical modeling of seepage into underground openings. Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior Pneumatic testing in degree-inclined boreholes.

Dubek and Beale () provide an early description of airlift testing in rotary boreholes in Nevada. When testing in air-rotary boreholes, the dual-wall pipe constitutes both the airline and the eductor pipe.

Importantly, it is assumed that the rotary bit and drill rods do not fit tightly in the borehole, so that the entire saturated thickness. interpretation of test results, drafting of report and recommendations ordinates and position of bore holes, trial pits and other field tests as topography of the near by areas will often give some indication about the variation of the soil conditions which are likely to exist.

SPEC. PE-TS Browse all of the USGS publications warehouse by following a link tree. Skip to main content. An official website of the United States government Browse the USGS Publication Warehouse Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona,Water-Resources Investigations Report Sep 25,  · Numerous single-hole and cross-hole pneumatic injection tests have been conducted in unsaturated fractured tuff at the Apache Leap Research Site (ALRS) near Superior, Arizona.

Steady-state analyses of single-hole tests conducted by Guzman et al. (Summary of Air Permeability Data From Single-Hole Injection Tests in Unsaturated Fractured Tuffs at the Apache Leap Research Site: Results. v office of civilian radioactive waste management u.s.

department of energy washington, d.c. 8 dr noymqadd page 2 of 2 ca: l deficiency report. Reduced Borehole Diameter Below The Pump Chamber Some wells are constructed with a large diameter blank casing (i.e., pump chamber) that connects to a smaller-diameter well screen with a reducer. In those wells, the borehole diameter can be reduced around the screen so that the thickness of the gravel envelope is.

This paper summarizes lessons learned from single-hole and cross-hole pneumatic injection tests recently completed by The University of Arizona in unsaturated fractured tuffs at the Apache Leap Research Site (ALRS) near Superior, Arizona.

In situ stresses in rock, Rainier Mesa, Nevada test site /, by Leonard Obert, Lawrence Radiation Laboratory, and U.S. Atomic Energy Commission (page images at HathiTrust) Tilt precursors in rock before failure: a laboratory investigation / ([Washington]: U.S. Dept. of the Interior, Bureau of Mines, []), by B.

Brady and United States. The slug test essentially consists of measuring the recovery of head in a well after a near-instantaneous change in head at that well (a nearby observation well can also be used in certain situations).

In the standard configuration, a slug test begins with a sudden change in water level in a well. Pneumatic testing in degree-inclined boreholes in ash-flow tuff near Superior, Arizona - Jan 1, by Gary D.

LeCain Tool Design, Second Edition - by Cyril Donaldson and George H. LeCain The Christmas Stockings - Sep by Mathew Price and Errol Le Cain. Aug 13,  · Also table for minimum spacing of bore hole. Bore Hole | Table for Minimum Spacing of Bore Hole. August 13, October 14, Engineeering Projects.

What is bore hole. During advancing the bore hole, it must be made as close as possible to the proposed location of the foundation. This is particularly important where soil strata are. Comparison of Borehole Testing Techniques and Their Suitability in the Hydrogeological Investigation of Mine Sites Michael Palmer and Houcyne El-Idrysy SRK Consulting, United Kingdom ABSTRACT Analytical and numerical groundwater flow models are usually used to estimate groundwater.

Mountain Research is a % employee owned, full service environmental laboratory with locations in Altoona and DuBois, Pennsylvania. Environmental Consulting Services Mountain Research, LLC is a full-service, turn-key, employee owned environmental, engineering & drilling services company that has been in operation since extent possible, techniques for testing aquifer hydraulic properties and for obtaining water-quality samples were compared.

Flowing-well tests, recovery tests, slug tests, and pressure slug tests were used in the confined bedrock aquifers. The flowing-well test was used for wells that flowed sufficiently to permit easy measurement of oazadlaciebie.com: R.S. Williams, G.M. Clark. Detail Engineering of Piping Systems and Process Equipment PD Updated April 1 PD Detail Engineering of Piping Systems Day One Piping Terminology.

D - 06 Standard Practice for Field Pneumatic Slug (Instantaneous Change in Head) Tests to Determine Hydraulic Properties of Aquifers with Direct Push Groundwater Samplers, aquifer, direct push, hydraulic conductivity, pneumatic, slug test.

Borehole BIT uses the auger/bucket itself as the centralizer. Eliminating the need for a heavy-to-move system. The BIT enables fast and accurate determination of inclination in both dry and wet boreholes.

Large boreholes and diaphragm-walls may be quickly tested several times during drilling to enable real-time corrective action.recent test indicated that the reservoir pressure feet away from the well is psig. If the well pressure is maintained at psig, estimate the well production rate in standard cubic feet per day (SCFD).

The gas viscosity at the reservoir temperature of °F and various pressures is given below.Feb 22,  · Trial pit n borehole 1. • Excavation of ground in order to study or sample the composition and structure of the subsurface, usually dug during a site investigation, a soil survey or a geological survey.• To identify whether the site is suitable for the proposed work.

2. • .

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