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TM0173-1992, Methods for Determining Water Quality for Subsurface Injection Using Membrane Filters

Two test methods for evaluating water quality for subsurface injection. A. rate vs cumulative volume (for waterquality monitoring), B. Suspended solids test (for diagnosis or monitoring). Historical Document 1992

Product Number: 53016-HD1992
Author: NACE International
Publication Date: 1992
$179.00
$179.00
$179.00

Corrosion engineers in the oil and gas producing industry are often charged with the responsibility of evaluating and controlling the quality of injection waters.Unfortunately, much of the data available is inadequate, misleading, or difficult to interpret. This standard was preparedoriginally by NACE Task Group T-1C-12 and revised by T-1C-20, components of Unit Committee T-1C on Detection of Corrosion in Oilfield Equipment, and is issued by NACE under the auspices of Group Committee T-1 on Corrosion Control in Petroleum Production to provide standard test methods for use in evaluating water quality for injection waters.

 

1.1 This standard describes two test methods for evaluating water quality for subsurface injection: Procedure A-rate vs cumulative volume (for waterquality monitoring) and Procedure B--Suspended solids test (for diagnosis or monitoring). The methods are intended to provide standardized water quality in the petroleum production industry. The test methods describe the apparatus required, test conditions, test procedures, reporting procedures, and supplementary tests. Interpretation of the results is beyond the scope of this standard. The bibliography will supply a source of interpretation methods.

1.1.1 Before establishing a test program, it is important to determine the aim of the test and to establish appropriate criteria for evaluation of the test results. For example, if it is intended to use membrane filtration as a simple water control test, the control criterion might be a given slope of the filtration curve. If diagnostic information is required, then more emphasis may be placed on qualitative information, such as the shape of the filtration curve, or spot tests on the filtered solids as well as visual examination of the filter immediately after the test.

1.1.2 Membrane filtration can also be used to monitor pickup of suspended solids from the formation, in which case quantitative determination of solids on the filter may be the selected criterion. Each situation may demand an appropriate review of the parameters involved.

1.2 The injection behavior of subsurface formations varies widely, and results of water quality tests apply only to the system being tested. Application of the results obtained by these tests, therefore, will be strongly influenced by the requirements of each subsurface injection project. This standard can be used for routine monitoring of water quality, diagnosing of problems, evaluating effects of system changes and upsets, and monitoring effects of chemical treatment. The manner in which the test results are used will depend on the requirements of the specific injection system.

1.3 This standard is applicable only when precautions are observed to ensure that the sample is representative of the water in the system of interest. It is not the purpose of this standard to imply that the results or their interpretation may be arbitrarily applied to other water injection projects.

Historical Document1992

Corrosion engineers in the oil and gas producing industry are often charged with the responsibility of evaluating and controlling the quality of injection waters.Unfortunately, much of the data available is inadequate, misleading, or difficult to interpret. This standard was preparedoriginally by NACE Task Group T-1C-12 and revised by T-1C-20, components of Unit Committee T-1C on Detection of Corrosion in Oilfield Equipment, and is issued by NACE under the auspices of Group Committee T-1 on Corrosion Control in Petroleum Production to provide standard test methods for use in evaluating water quality for injection waters.

 

1.1 This standard describes two test methods for evaluating water quality for subsurface injection: Procedure A-rate vs cumulative volume (for waterquality monitoring) and Procedure B--Suspended solids test (for diagnosis or monitoring). The methods are intended to provide standardized water quality in the petroleum production industry. The test methods describe the apparatus required, test conditions, test procedures, reporting procedures, and supplementary tests. Interpretation of the results is beyond the scope of this standard. The bibliography will supply a source of interpretation methods.

1.1.1 Before establishing a test program, it is important to determine the aim of the test and to establish appropriate criteria for evaluation of the test results. For example, if it is intended to use membrane filtration as a simple water control test, the control criterion might be a given slope of the filtration curve. If diagnostic information is required, then more emphasis may be placed on qualitative information, such as the shape of the filtration curve, or spot tests on the filtered solids as well as visual examination of the filter immediately after the test.

1.1.2 Membrane filtration can also be used to monitor pickup of suspended solids from the formation, in which case quantitative determination of solids on the filter may be the selected criterion. Each situation may demand an appropriate review of the parameters involved.

1.2 The injection behavior of subsurface formations varies widely, and results of water quality tests apply only to the system being tested. Application of the results obtained by these tests, therefore, will be strongly influenced by the requirements of each subsurface injection project. This standard can be used for routine monitoring of water quality, diagnosing of problems, evaluating effects of system changes and upsets, and monitoring effects of chemical treatment. The manner in which the test results are used will depend on the requirements of the specific injection system.

1.3 This standard is applicable only when precautions are observed to ensure that the sample is representative of the water in the system of interest. It is not the purpose of this standard to imply that the results or their interpretation may be arbitrarily applied to other water injection projects.

Historical Document1992

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