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    API TR 10TR1-2008 Cement Sheath Evaluation (Second Edition)《水泥浆的评估第二版》.pdf

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    API TR 10TR1-2008 Cement Sheath Evaluation (Second Edition)《水泥浆的评估第二版》.pdf

    1、Cement Sheath EvaluationAPI TECHNICAL REPORT 10TR1 SECOND EDITION, SEPTEMBER 2008Cement Sheath EvaluationUpstream SegmentAPI TECHNICAL REPORT 10TR1 SECOND EDITION, SEPTEMBER 2008Special NotesAPI publications necessarily address problems of a general nature. With respect to particular circumstances,

    2、local, state, and federal laws and regulations should be reviewed.Neither API nor any of APIs employees, subcontractors, consultants, committees, or other assignees make any warranty or representation, either express or implied, with respect to the accuracy, completeness, or usefulness of the inform

    3、ation contained herein, or assume any liability or responsibility for any use, or the results of such use, of any information or process disclosed in this publication. Neither API nor any of APIs employees, subcontractors, consultants, or other assignees represent that use of this publication would

    4、not infringe upon privately owned rights.Users of this technical report should not rely exclusively on the information contained in this document. Sound business, scientific, engineering, and safety judgment should be used in employing the information contained herein. API publications may be used b

    5、y anyone desiring to do so. Every effort has been made by the Institute to assure the accuracy and reliability of the data contained in them; however, the Institute makes no representation, warranty, or guarantee in connection with this publication and hereby expressly disclaims any liability or res

    6、ponsibility for loss or damage resulting from its use or for the violation of any authorities having jurisdiction with which this publication may conflict.API publications are published to facilitate the broad availability of proven, sound engineering and operating practices. These publications are

    7、not intended to obviate the need for applying sound engineering judgment regarding when and where these publications should be utilized. The formulation and publication of API publications is not intended in any way to inhibit anyone from using any other practices.Any manufacturer marking equipment

    8、or materials in conformance with the marking requirements of an API standard is solely responsible for complying with all the applicable requirements of that standard. API does not represent, warrant, or guarantee that such products do in fact conform to the applicable API standard.All rights reserv

    9、ed. No part of this work may be reproduced, stored in a retrieval system, or transmitted by any means, electronic, mechanical, photocopying, recording, or otherwise, without prior written permission from the publisher. Contact the Publisher, API Publishing Services, 1220 L Street, N.W., Washington,

    10、D.C. 20005.Copyright 2008 American Petroleum InstituteForewordShall: As used in a standard, “shall” denotes a minimum requirement in order to conform to the specification.Should: As used in a standard, “should” denotes a recommendation or that which is advised but not required in order to conform to

    11、 the specification. Nothing contained in any API publication is to be construed as granting any right, by implication or otherwise, for the manufacture, sale, or use of any method, apparatus, or product covered by letters patent. Neither should anything contained in the publication be construed as i

    12、nsuring anyone against liability for infringement of letters patent.Suggested revisions are invited and should be submitted to the Standards Department, API, 1220 L Street, NW, Washington, D.C. 20005, standardsapi.org.iiiContentsPage1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . .

    13、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 FrameworkPut Cement Sheath Evaluation in Perspective. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 A Brief Introduction to Cementing . . . . . . . . . . . . . . . . . .

    14、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23.1 Importance of Cement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23.2 Slurry and Set Cement Properties. . . . . . . . . . . . .

    15、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23.3 Mud Removal and the Cement Job . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 54 Cement Evaluation Tool Types “Categories”. . . . . . . .

    16、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64.1 Sonic (and Low-ultrasonic) Evaluation Tools . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64.2 Ultrasonic Evaluation Tools . . . . . . . . . . . . . . . . . . . .

    17、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 Cement Bond Log (CBL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65.1 Amplitude and Attenuation Physics . . . . . . . . . .

    18、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65.2 Waveform/Variable Density Physics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95.3 Key Requirements. . . . . . . . . . . . . . . . . .

    19、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125.4 CBL Presentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 125.5 CBL Interpretation. . . .

    20、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 135.6 CBL Quality Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 175.7

    21、Limitations (Environmental Effects) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 196 Compensated Bond Logging Tool (CBT) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 216.1 Attenu

    22、ation Physics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 216.2 Waveform/Variable Density Physics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    23、226.3 Key Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 226.4 Compensated Logging Tool Presentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    24、. . . 236.5 Compensated Logging Tool Interpretation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 236.6 CBL Quality Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    25、. . . . . . 236.7 Limitations (Environmental Effects) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 247 Segmented Bond Log. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    26、. . . . . . . . . . 247.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 247.2 SBT Physics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    27、. . . . . . . . . . . . . . . . . . . . . . . . . . . . 257.3 Waveform/Variable Density Physics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267.4 Key Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    28、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267.5 SBT Presentation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267.6 SBT Interpretation . . . . . . . . . . . . . . . . . . . . . .

    29、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 267.7 SBT Quality Control and Recommendations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 287.8 Limitations (Environmental Effects) . . . . . . . . . .

    30、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298 Sector Bond Log . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298.1 Introduction . . . . . . . . . . . . . . .

    31、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298.2 SBL Physics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 308.3 SBL Wa

    32、veform/Variable Density Physics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 318.4 Key Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 318.5

    33、 SBL Presentation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 318.6 SBL Interpretation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    34、. . . . . . . . . . . . 338.7 SBL Quality Control and Recommendations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 368.8 SBL Limitations (Environmental Effects) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    35、 . . . . . . 369 Ultrasonic Cement Evaluation Tools. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 379.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    36、. . . . . . . . . . . . . . . 37Page9.2 Ultrasonic Tool Physics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 379.3 Key Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    37、. . . . . . . . . . . . . . . . . . . . . . . . . . . . 449.4 Ultrasonic Presentations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 459.5 Ultrasonic Interpretation. . . . . . . . . . . . . . . . . . . . . . . . . . .

    38、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 539.6 Ultrasonic Quality Control and Guidelines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 569.7 Ultrasonic Limitations (Environmental Effects). . . . . . . . . . . . .

    39、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 589.8 Isolation Scanner Cased-hole Imager. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6010 The Power and Limitations of the Computer Packages . . . . . . . . . . . . . . .

    40、 . . . . . . . . . . . . . . . . . . . . . . . . 7511 Pitfalls and Misconceptions in Cement Evaluation Practice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7712 Tool Selection Criteria/Guidelines. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    41、 . . . . . . . . . . . . . . . . . 8212.1 Tool Selection Based on the Cement Evaluation Objective. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8212.2 Tool Selection Based on the Fluid Inside the Casing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    42、. . . . . 8312.3 Tool Selection Based on the Fluid in the Casing Annulus. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8412.4 Tool Selection Based on the Solid in the Casing Annulus. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8513 Zonal Isolati

    43、on . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8613.1 What is the Objective of the Cement Job?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8613

    44、.2 What Does the Other Available Information Suggest About Zonal Isolation Quality? . . . . . . . . . . . . . . 8613.3 What are the Limitations of the Cement Evaluation Took That is Being Run? . . . . . . . . . . . . . . . . . . . . 8713.4 What Remedial Action Will be Undertaken Based Upon the Evalu

    45、ation? . . . . . . . . . . . . . . . . . . . . . . . . 88Annex A Jargon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89Annex B Examples . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    46、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97Annex C References. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123Figures3.1 Time vs. Compressive Stre

    47、ngth Plot (for Base Cement and Base Cement Contaminated Volumetrically with Mud or Spacer) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.2 Time vs. Acoustic Impedance Plot (for Base Cement and Base Cement Contaminated Volumetrically with Mud or Spacer) .

    48、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45.1 Tool Configuration in Which the Angle of the Sound Transmitted Follows Snells Law . . . . . . . . . . . . . 75.2 Sound Attenuation . . . . . . . . . . . . . . . . . . . . . . . . . . .

    49、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75.3 Typical CBL Interpretation Chart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 85.4 Composite Waveform . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95.5 Uncemented Casing at Which the Amplitude is at its Maximum Value . . . . . . . . . . . . . . . . . . . . . . . . . . 105.6 High-shear-strength Cement . . . . . . . . . . . . . . . . . .


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