ASTM D1987-22
Standard Test Method for Biological Clogging of Geotextile, Drainage Geocomposites, or Soil/Geotextile Filters
Standard Test Method for Biological Clogging of Geotextile, Drainage Geocomposites, or Soil/Geotextile Filters
- Статус документа:
- Действующий
- Формат:
- Электронный (PDF)
- Количество страниц:
- 7
- Дата публикации:
- 1 мая 2022 г.
- Издание:
- D1987
- ICS:
- 59.080.70
SIGNIFICANCE AND USE 5.1 This test method is performance oriented for determining if, and to what degree, different liquids create biological activity on geotextile filters thereby reducing their flow capability. The use of the method is primarily oriented toward landfill leachates but can be performed with any liquid coming from a particular site or synthesized from a predetermined mixture of biological microorganisms. 5.2 The test can be used to compare the flow capability of different types of geotextiles, drainage geocomposite, or soil/geotextile combinations. 5.3 This test will usually take considerable time, for example, up to 1000 h, for the biological activity to initiate, grow, and reach an equilibrium condition. The curves resulting from the test are intended to indicate the in-situ behavior of a geotextile or soil/geotextile filter. 5.4 The test specimen can be incubated under unsaturated drained conditions between readings, or kept saturated at all times. The first case allows for air penetration into the flow column and thus aerobic conditions. The second case can result in the absence of air; thus it may simulate anaerobic conditions. 5.5 The flow rate can be determined using either a constant head test procedure or on the basis of a falling head test procedure. In either case, the flow column containing the geotextile or soil/geotextile is the same; only the head control devices change. Note 1: It has been found that once biological clogging initiates, constant head tests often pass inadequate quantities of liquid to accurately measure. It thus becomes necessary to use falling head tests, which can be measured based on time of movement of a relatively small quantity of liquid between two designated points on a clear plastic standpipe. 5.6 If the establishment of an unacceptably high degree of clogging is seen in the flow rate curves, the device allows for back flushing with water or with water containing a biocide. 5.7 The resulting flow rate curves ar... SCOPE 1.1 This test method is used to determine the potential for, and relative degree of, biological growth which can accumulate on geotextile, drainage geocomposites, or geotextile/soil filters. 1.2 This test method uses the measurement of flow rates over an extended period of time to determine the amount of clogging. 1.3 This test method can be adapted for unsaturated as well as saturated conditions. 1.4 This test method can use constant head or falling head measurement techniques. 1.5 This test method can also be used to give an indication as to the possibility of back flushing, biocide treatment, or both, for remediation purposes if biological clogging does occur. 1.6 The values in SI units are to be regarded as the standard. The values provided in inch-pound units are for information only. 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use. 1.8 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.
Abstract
Overview
ASTM D1987-22: Standard Test Method for Biological Clogging of Geotextile, Drainage Geocomposites, or Soil/Geotextile Filters provides a rigorous laboratory protocol to assess the potential for, and extent of, biological clogging in geotextiles, drainage geocomposites, or soil/geotextile filter systems. Biological clogging occurs when microorganisms, often present in landfill leachates or site-specific liquids, form biofilms or accumulate within filter materials, thereby reducing their permeability and flow capacity. This standard is especially relevant for environmental engineering, landfill operations, and civil infrastructure projects where long-term filter performance is critical.
Key Topics
- Test Objectives: The method evaluates the potential and degree of biological activity that may impair filter effectiveness by measuring changes in flow rate over time as biological growth develops.
- Applicability: Suitable for various liquids, including landfill leachates and engineered solutions containing selected microorganisms, to simulate site-specific conditions.
- Test Duration and Conditions: Typically, the test requires extended periods (up to 1000 hours) to allow for biological processes to reach equilibrium. Both saturated (anaerobic) and unsaturated (aerobic) conditions are considered to replicate field scenarios.
- Flow Measurement Techniques:
- Constant Head Test: For regular flow measurement until reduced accuracy prompts a switch.
- Falling Head Test: Utilized when biological clogging restricts flow, permitting precise assessment with small liquid volumes.
- Remediation Assessment: Evaluates the effectiveness of remedial techniques such as back flushing or biocide treatments if excessive clogging is observed.
- Reporting: Includes data on specimen preparation, test conditions, flow rate changes, and potential remediation strategies.
Applications
ASTM D1987-22 is vital for professionals in geotechnical, environmental, and civil engineering who design and manage systems requiring long-term filtration under challenging biological conditions. Key uses include:
- Landfill Leachate Collection: Determines geotextile filter suitability for sustained flow in leachate collection and removal systems.
- Environmental Remediation: Assesses filter performance in bioswales, wetlands, and bioretention systems where microbial activity is inherent.
- Drainage Design: Supports product selection for drainage geocomposites in infrastructure projects, helping compare materials for susceptibility to biological clogging.
- Quality Control: Beneficial for manufacturers and quality assurance labs evaluating product endurance and performance under prolonged exposure to contaminated liquids.
- Remediation Planning: The method's allowance for testing back flushing and biocides aids in forecasting maintenance needs and operational costs for filter systems.
Related Standards
Several ASTM standards complement or are referenced in ASTM D1987-22. Understanding these documents helps ensure comprehensive evaluation and compatibility in geosynthetic and filtration system design:
- ASTM D123 - Terminology Relating to Textiles
- ASTM D1776/D1776M - Practice for Conditioning and Testing Textiles
- ASTM D4354 - Practice for Sampling of Geosynthetics and Rolled Erosion Control Products (RECPs) for Testing
- ASTM D4439 - Terminology for Geosynthetics
- ASTM D4491/D4491M - Test Methods for Water Permeability of Geotextiles by Permittivity
- ASTM D5101 - Test Method for Measuring the Filtration Compatibility of Soil-Geotextile Systems
- ASTM E691 - Practice for Conducting an Interlaboratory Study to Determine the Precision of a Test Method
Practical Value
Implementing ASTM D1987-22 allows stakeholders to proactively identify geotextile and drainage composite materials most resistant to biological clogging, ensuring reliable filtration and drainage performance. Its systematic approach aids in optimizing landfill systems, designing robust environmental infrastructure, and establishing best practices for long-term maintenance and remediation protocols. By following this standard, practitioners gain assurance in product selection, design reliability, and compliance with international best practices for geosynthetics in challenging, biologically active environments.
Технические детали
- Технический комитет
- D35 - Geosynthetics
- SKU
- ASTM D1987-22
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