ASTM D5876/D5876M-17
(Guide)Standard Guide for Use of Direct Rotary Wireline Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface Water-Quality Monitoring Devices
Standard Guide for Use of Direct Rotary Wireline Casing Advancement Drilling Methods for Geoenvironmental Exploration and Installation of Subsurface Water-Quality Monitoring Devices
SIGNIFICANCE AND USE
5.1 Wireline casing advancement may be used in support of geoenvironmental exploration and for installation of subsurface monitoring devices in both unconsolidated and consolidated materials. Use of direct-rotary wireline casing-advancement drilling methods with fluids are applicable to a wide variety of consolidated or unconsolidated materials as long as fluid circulation can be maintained. Wireline casing-advancement drilling offers the advantages of high drilling-penetration rates in a wide variety of materials with the added benefit of the large-diameter drilling rod serving as protective casing. Wireline coring does not require tripping in and out of the hole each time a core is obtained. The drill rods need only be removed when the coring bit is worn or damaged or if the inner core barrel becomes stuck in the outer barrel.
5.1.1 Wireline casing advancers may be adapted for use with circulating air under pressure for sampling water-sensitive materials where fluid exposure may alter the core or in cavernous materials or lost circulation occurs (1, 2).4 Several advantages of using the air-rotary drilling method over other methods may include the ability to drill rather rapidly through consolidated materials and, in many instances, not require the introduction of drilling fluids to the borehole. Air-rotary drilling techniques are usually employed to advance the borehole when water-sensitive materials (that is, friable sandstones or collapsible soils) may preclude use of water-based rotary-drilling methods. Some disadvantages to air-rotary drilling may include poor borehole integrity in unconsolidated materials when casing is not used and the possible volatilization of contaminants and air-borne dust. Air drilling may not be satisfactory in unconsolidated or cohesionless soils, or both, when drilling below the groundwater table. In some instances, water or foam additives, or both, may be injected into the air stream to improve cuttings-lifting capacity and cutti...
SCOPE
1.1 This guide covers how direct (straight) wireline rotary casing advancement drilling and sampling procedures may be used for geoenvironmental exploration and installation of subsurface water-quality monitoring devices.
Note 1: The term “direct” with respect to the rotary drilling method of this guide indicates that a water-based drilling fluid or air is injected through a drill-rod column to rotating bit(s) or coring bit. The fluid or air cools the bit(s) and transports cuttings to the surface in the annulus between the drill rod column and the borehole wall.
Note 2: This guide does not include the procedures for fluid rotary systems which are addressed in a separate guide, Guide D5783.
1.2 The term “casing advancement” is sometimes used to describe rotary wireline drilling because the center pilot bit or core barrel assemblies may be removed and the large inside diameter drill rods can act as a temporary casing for testing or installation of monitoring devices. This guide addresses casing-advancement equipment in which the drill rod (casing) is advanced by rotary force applied to the bit with application of static downforce to aid in the cutting process.
1.3 This guide includes several forms of rotary wireline drilling configurations. General borehole advancement may be performed without sampling by using a pilot roller cone or drag bit until the desired depth is reached. Alternately, the material may be continuously or incrementally sampled by replacing the pilot bit with a core-barrel assembly designed for coring either rock or soil. Rock coring should be performed in accordance with Practice D2113.
1.4 Units—The values stated in either SI units or Inch-Pound units given in brackets are to be regarded separately as standard. The values stated in each system may not be exactly equivalents; therefore, each system shall be used independently of the other. Combining values from the two system may result i...
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This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the
Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
Designation: D5876/D5876M − 17
Standard Guide for
Use of Direct Rotary Wireline Casing Advancement Drilling
Methods for Geoenvironmental Exploration and Installation
1
of Subsurface Water-Quality Monitoring Devices
This standard is issued under the fixed designation D5876/D5876M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 1.5 All observed and calculated values are to conform to the
guidelines for significant digits and rounding established in
1.1 This guide covers how direct (straight) wireline rotary
D6026.The procedures used to specify how data are collected/
casing advancement drilling and sampling procedures may be
recorded or calculated in this standard are regarded as the
used for geoenvironmental exploration and installation of
industry standard. In addition, they are representative of the
subsurface water-quality monitoring devices.
significant digits that generally should be retained. The proce-
NOTE 1—The term “direct” with respect to the rotary drilling method of
dures used do not consider material variation, purpose for
this guide indicates that a water-based drilling fluid or air is injected
obtaining the data, special purpose studies, or any consider-
through a drill-rod column to rotating bit(s) or coring bit. The fluid or air
ations for the user’s objective; and it is common practice to
cools the bit(s) and transports cuttings to the surface in the annulus
increase or reduce the significant digits of reported data to be
between the drill rod column and the borehole wall.
NOTE 2—This guide does not include the procedures for fluid rotary
commensuratewiththeseconsiderations.Itisbeyondthescope
systems which are addressed in a separate guide, Guide D5783.
of this standard to consider significant digits used in analysis
1.2 The term “casing advancement” is sometimes used to method or engineering design.
describe rotary wireline drilling because the center pilot bit or
1.6 Direct rotary wireline drilling methods for geoenviron-
core barrel assemblies may be removed and the large inside
mental exploration will often involve safety planning,
diameter drill rods can act as a temporary casing for testing or
administration, and documentation. This guide does not pur-
installation of monitoring devices. This guide addresses
port to specifically address exploration and site safety.
casing-advancement equipment in which the drill rod (casing)
1.7 This standard does not purport to address all of the
is advanced by rotary force applied to the bit with application
safety concerns, if any, associated with its use. It is the
of static downforce to aid in the cutting process.
responsibility of the user of this standard to establish appro-
1.3 This guide includes several forms of rotary wireline
priate safety, health, and environmental practices and deter-
drilling configurations. General borehole advancement may be
mine the applicability of regulatory limitations prior to use.
performedwithoutsamplingbyusingapilotrollerconeordrag
1.8 This guide offers an organized collection of information
bit until the desired depth is reached. Alternately, the material
or a series of options and does not recommend a specific
maybecontinuouslyorincrementallysampledbyreplacingthe
course of action. This document cannot replace education or
pilot bit with a core-barrel assembly designed for coring either
experience and should be used in conjunction with professional
rock or soil. Rock coring should be performed in accordance
judgment. Not all aspects of this guide may be applicable in all
with Practice D2113.
circumstances. This ASTM standard is not intended to repre-
1.4 Units—The values stated in either SI units or Inch-
sent or replace the standard of care by which the adequacy of
Pound units given in brackets are to be regarded separately as
a given professional service must be judged, nor should this
standard. The values stated in each system may not be exactly
document be applied without consideration of a project’s many
equivalents;therefore,eachsystemshallbeusedindependently
unique aspects. The word “Standard” in the title of this
of the other. Combining values from the two system may result
document means only that the document has been approved
in non-conformance with the standard.
through the ASTM consensus process.
1.9 This international standard was developed in accor-
1
dance with internationally recognized principles on standard-
This guide is und
...
This document is not an ASTM standard and is intended only to provide the user of an ASTM standard an indication of what changes have been made to the previous version. Because
it may not be technically possible to adequately depict all changes accurately, ASTM recommends that users consult prior editions as appropriate. In all cases only the current version
of the standard as published by ASTM is to be considered the official document.
´1
Designation: D5876 − 95 (Reapproved 2012) D5876/D5876M − 17
Standard Guide for
Use of Direct Rotary Wireline Casing Advancement Drilling
Methods for Geoenvironmental Exploration and Installation
1
of Subsurface Water-Quality Monitoring Devices
This standard is issued under the fixed designation D5876;D5876/D5876M; the number immediately following the designation indicates
the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1
ε NOTE—Editorial corrections were made throughout in February 2012.
1. Scope Scope*
1.1 This guide covers how direct (straight) wireline rotary casing advancement drilling and sampling procedures may be used
for geoenvironmental exploration and installation of subsurface water-quality monitoring devices.
NOTE 1—The term “direct” with respect to the rotary drilling method of this guide indicates that a water-based drilling fluid or air is injected through
a drill-rod column to rotating bit(s) or coring bit. The fluid or air cools the bit(s) and transports cuttings to the surface in the annulus between the drill
rod column and the borehole wall.
NOTE 2—This guide does not include all of the procedures for fluid rotary systems which are addressed in a separate guide, Guide D5783.
1.2 The term “casing advancement” is sometimes used to describe rotary wireline drilling because at any time, the center pilot
bit or core barrel assemblies may be removed and the large inside diameter drill rods can act as a temporary casing for testing or
installation of monitoring devices. This guide addresses casing-advancement equipment in which the drill rod (casing) is advanced
by rotary force applied to the bit with application of static downforce to aid in the cutting process.
1.3 This guide includes several forms of rotary wireline drilling configurations. General borehole advancement may be
performed without sampling by using a pilot roller cone or drag bit until the desired depth is reached. Alternately, the material may
be continuously or incrementally sampled by replacing the pilot bit with a core-barrel assembly designed for coring either rock
or soil. Rock coring should be performed in accordance with Practice D2113.
1.4 Units—The values stated in both inch-pound and SI units either SI units or Inch-Pound units given in brackets are to be
regarded separately as the standard. The values given in parentheses are for information only.stated in each system may not be
exactly equivalents; therefore, each system shall be used independently of the other. Combining values from the two system may
result in non-conformance with the standard.
1.5 All observed and calculated values are to conform to the guidelines for significant digits and rounding established in D6026.
The procedures used to specify how data are collected/recorded or calculated in this standard are regarded as the industry standard.
In addition, they are representative of the significant digits that generally should 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 objective; and it is
common practice to increase or reduce the 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 method or engineering design.
1.6 Direct rotary wireline drilling methods for geoenvironmental exploration will often involve safety planning, administration,
and documentation. This guide does not purport to specifically address exploration and site safety.
1.7 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 safety, health, and healthenvironmental practices and determine the
applicability of regulatory limitations prior to use.
1.8 This guide offers an organized collection of information or a series of options and does not recommend a specific course
of action. This document cannot replace education or experience and should be used in conjunction with professional judgment.
Not all aspects of this guide may be applicable in all circumstances. This ASTM standard is not intended to represent or replace
the standard of care by which the adequacy of a given professional service must be judged
...
NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: D5876/D5876M − 17
Standard Guide for
Use of Direct Rotary Wireline Casing Advancement Drilling
Methods for Geoenvironmental Exploration and Installation
1
of Subsurface Water-Quality Monitoring Devices
This standard is issued under the fixed designation D5876/D5876M; the number immediately following the designation indicates the
year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last
reapproval. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
1. Scope* 1.5 All observed and calculated values are to conform to the
guidelines for significant digits and rounding established in
1.1 This guide covers how direct (straight) wireline rotary
D6026. The procedures used to specify how data are collected/
casing advancement drilling and sampling procedures may be
recorded or calculated in this standard are regarded as the
used for geoenvironmental exploration and installation of
industry standard. In addition, they are representative of the
subsurface water-quality monitoring devices.
significant digits that generally should be retained. The proce-
NOTE 1—The term “direct” with respect to the rotary drilling method of
dures used do not consider material variation, purpose for
this guide indicates that a water-based drilling fluid or air is injected
obtaining the data, special purpose studies, or any consider-
through a drill-rod column to rotating bit(s) or coring bit. The fluid or air
ations for the user’s objective; and it is common practice to
cools the bit(s) and transports cuttings to the surface in the annulus
increase or reduce the significant digits of reported data to be
between the drill rod column and the borehole wall.
NOTE 2—This guide does not include the procedures for fluid rotary
commensurate with these considerations. It is beyond the scope
systems which are addressed in a separate guide, Guide D5783.
of this standard to consider significant digits used in analysis
1.2 The term “casing advancement” is sometimes used to method or engineering design.
describe rotary wireline drilling because the center pilot bit or
1.6 Direct rotary wireline drilling methods for geoenviron-
core barrel assemblies may be removed and the large inside
mental exploration will often involve safety planning,
diameter drill rods can act as a temporary casing for testing or
administration, and documentation. This guide does not pur-
installation of monitoring devices. This guide addresses
port to specifically address exploration and site safety.
casing-advancement equipment in which the drill rod (casing)
1.7 This standard does not purport to address all of the
is advanced by rotary force applied to the bit with application
of static downforce to aid in the cutting process. safety concerns, if any, associated with its use. It is the
responsibility of the user of this standard to establish appro-
1.3 This guide includes several forms of rotary wireline
priate safety, health, and environmental practices and deter-
drilling configurations. General borehole advancement may be
mine the applicability of regulatory limitations prior to use.
performed without sampling by using a pilot roller cone or drag
1.8 This guide offers an organized collection of information
bit until the desired depth is reached. Alternately, the material
or a series of options and does not recommend a specific
may be continuously or incrementally sampled by replacing the
course of action. This document cannot replace education or
pilot bit with a core-barrel assembly designed for coring either
experience and should be used in conjunction with professional
rock or soil. Rock coring should be performed in accordance
judgment. Not all aspects of this guide may be applicable in all
with Practice D2113.
circumstances. This ASTM standard is not intended to repre-
1.4 Units—The values stated in either SI units or Inch-
sent or replace the standard of care by which the adequacy of
Pound units given in brackets are to be regarded separately as
a given professional service must be judged, nor should this
standard. The values stated in each system may not be exactly
document be applied without consideration of a project’s many
equivalents; therefore, each system shall be used independently
unique aspects. The word “Standard” in the title of this
of the other. Combining values from the two system may result
document means only that the document has been approved
in non-conformance with the standard.
through the ASTM consensus process.
1.9 This international standard was developed in accor-
1
dance with internationally recognized principles on standard-
This guide is under the jurisdiction of ASTM Committee D18 on Soil and
Rockand is the direct responsibility of Subcommittee D18.2
...
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