• Shopping Cart
    There are no items in your cart

ASTM D 5084 : 2000

NA

NA

Status of Standard is Unknown

Standard Test Methods for Measurement of Hydraulic Conductivity of Saturated Porous Materials Using a Flexible Wall Permeameter

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

10-09-2000

€96.91
Excluding VAT

Committee
D 18
DocumentType
Test Method
Pages
23
PublisherName
American Society for Testing and Materials
Status
NA
SupersededBy

1.1 These test methods cover laboratory measurement of the hydraulic conductivity (also referred to as coefficient of permeability) of water-saturated porous materials with a flexible wall permeameter at temperatures between about 15 and 30oC (59 and 86oF). Temperatures outside this range may be used, however, the user would have to determine the specific gravity of mercury and RT (see 10.3) at those temperatures using data from Handbook of Chemistry and Physics. There are six alternate methods or hydraulic systems, that may be used to measure the hydraulic conductivity. These hydraulic systems are as follows:

1.1.1 Method A—Constant Head

1.1.2 Method B—Falling Head, constant tailwater elevation

1.1.3 Method C—Falling Head, rising tailwater elevation

1.1.4 Method D—Constant Rate of Flow

1.1.5 Method E—Constant Volume-Constant Head (by mercury)

1.1.6 Method F—Constant Volume-Falling Head (by mercury), rising tailwater elevation

1.2 These test methods may be utilized on all specimen types (undisturbed, reconstituted, remolded, compacted, etc.) that have a hydraulic conductivity less than about 1 X 10-6 m/s (1 X 10-4 cm/s), providing the head loss requirements of are met. For the constant-volume methods, the hydraulic conductivity typically has to be less than about 1 X 10-7 m/s.

1.2.1 If the hydraulic conductivity is greater than about 1 X 10-6 m/s, but not more than about 1 X 10-5 m/s; then the size of the hydraulic tubing needs to be increased along with the porosity of the porous end pieces. Other strategies, such as using higher viscosity fluid or properly decreasing the cross-sectional area of the test specimen, or both, may also be possible. The key criterion is that the requirements covered in Section 5 have to be met.

1.2.2 If the hydraulic conductivity is less than about 1 X 10-10 m/s, then standard hydraulic systems and temperature environments will typically not suffice. Strategies that may be possible when dealing with such impervious materials may include the following. Tightening the temperature control. The adoption of unsteady state measurements by using high-accuracy equipment along with the rigorous analyses for determining the hydraulic parameters (this approach reduces testing duration according to Zhang et al. (1)). Properly shortening the length or enlarging the cross-sectional area, or both, of the test specimen. Other items, such as use of higher hydraulic gradients, lower viscosity fluid, elimination of any possible chemical gradients and bacterial growth, and strict verification of leakage, may also be considered.

1.3 The hydraulic conductivity of materials with hydraulic conductivities greater than 1 X 10-5 m/s may be determined by Test Method D2434.

1.4 All observed and calculated values shall conform to the guide for significant digits and rounding established in Practice D6026.

1.4.1 The procedures used to specify how data are collected/recorded and calculated in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user's objectives; and it is common practice to increase or reduce significant digits of reported data to be commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.

1.5 The values stated in SI units are to be regarded as the standard, unless other units are specifically given. By tradition in U.S. practice, hydraulic conductivity is reported in centimeters per second, although the common SI units for hydraulic conductivity is meters per second.

1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

1.7 This standard also contains a Hazards section about using mercury, see Section 7.

ASTM E 2243 : 2013 Standard Guide for Use of Coal Combustion Products (CCPs) for Surface Mine Reclamation: Re-contouring and Highwall Reclamation
ASTM E 2278 : 2013 Standard Guide for Use of Coal Combustion Products (CCPs) for Surface Mine Reclamation: Revegetation and Mitigation of Acid Mine Drainage
ASTM E 3163 : 2018 Standard Guide for Selection and Application of Analytical Methods and Procedures Used during Sediment Corrective Action
ASTM D 653 : 2014 Standard Terminology Relating to Soil, Rock, and Contained Fluids
ASTM D 8037/D8037M : 2016 Standard Practice for Direct Push Hydraulic Logging for Profiling Variations of Permeability in Soils
ASTM D 5101 : 2012 : R2017 Standard Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems
ASTM D 6539 : 2013 Standard Test Method for Measurement of the Permeability of Unsaturated Porous Materials by Flowing Air (Withdrawn 2022)
ASTM E 2277 : 2014 Standard Guide for Design and Construction of Coal Ash Structural Fills
ASTM D 6391 : 2011 Standard Test Method for Field Measurement of Hydraulic Conductivity Using Borehole Infiltration
ASTM D 6035/D6035M : 2013 Standard Test Method for Determining the Effect of Freeze-Thaw on Hydraulic Conductivity of Compacted or Intact Soil Specimens Using a Flexible Wall Permeameter
ASTM D 5856 : 2015 Standard Test Method for Measurement of Hydraulic Conductivity of Porous Material Using a Rigid-Wall, Compaction-Mold Permeameter (Withdrawn 2024)
ASTM D 6169/D6169M : 2013 Standard Guide for Selection of Soil and Rock Sampling Devices Used With Drill Rigs for Environmental Investigations
ASTM D 6836 : 2016 Standard Test Methods for Determination of the Soil Water Characteristic Curve for Desorption Using Hanging Column, Pressure Extractor, Chilled Mirror Hygrometer, or Centrifuge
ASTM D 7100 : 2011 Standard Test Method for Hydraulic Conductivity Compatibility Testing of Soils with Aqueous Solutions
ASTM D 7242/D7242M : 2006 : R2013 : EDT 1 Standard Practice for Field Pneumatic Slug (Instantaneous Change in Head) Tests to Determine Hydraulic Properties of Aquifers with Direct Push Groundwater Samplers (Withdrawn 2022)
ASTM E 2060 : 2006 : R2014 Standard Guide for Use of Coal Combustion Products for Solidification/Stabilization of Inorganic Wastes
ASTM F 1962 : 2011 Standard Guide for Use of Maxi-Horizontal Directional Drilling for Placement of Polyethylene Pipe or Conduit Under Obstacles, Including River Crossings (Withdrawn 2020)
ASTM D 7294 : 2013 Standard Guide for Collecting Treatment Process Design Data at a Contaminated Site—A Site Contaminated With Chemicals of Interest
ASTM D 7243 : 2011 Standard Guide for Measuring the Saturated Hydraulic Conductivity of Paper Industry Sludges
ASTM D 7664 : 2010 : R2018 : EDT 1 Standard Test Methods for Measurement of Hydraulic Conductivity of Unsaturated Soils
ASTM D 5567 : 1994 : R2018 Standard Test Method for Hydraulic Conductivity Ratio (HCR) Testing of Soil/Geotextile Systems

Access your standards online with a subscription

Features

  • Simple online access to standards, technical information and regulations.

  • Critical updates of standards and customisable alerts and notifications.

  • Multi-user online standards collection: secure, flexible and cost effective.