This standard is formulated in order to improve the monitoring technology of embankment dams and achieve the safety of project.
This standard is mainly applicable to the safety monitoring of Class 1，Class 2，and Class 3 rolled embankment dams according to the classification of water and hydropower project grades.
It is also suitable for the safety monitoring of Class 4 and Class 5 rolled embankment dams as well as other types of embankment dams.

Introduction to English Version
Foreword
1 General Provisions
2 Terms and Definitions
3 Field Inspection
3．1 General Stipulations
3．2 Inspectionltems and Contents
3．3 Inspection Methods and Requirements
3．4 Records and Reports
4 Deformation Monitoring
4．1 GeneraI Stipulations
4．2 Dam Surface Deformation
4．3 Interior Deformation of Dam Body （Foundation）
4．4 Deformation of Anti-Seepage Body
4．5 Deformation of Interface， Joints (Cracks） and Interspaces
4．6 Deformation of Near-dam Bank Slope
4．7 Deformation of Underground Cavern Surrounding Rock
4．8 Monitoring Data and Results
5 Seepage Monitoring
5．1 General Stipulations
5．2 Seepage Pressure of Dam Body
5．3 Seepage Pressure of Dam Foundation
5．4 Bypass Seepage
5．5 Seepage Discharge
5．6 Seepage of Near-dam Bank Slope
5．7 Seepage of Underground Cavern
……
6 Pressure (stress） Monitoring
7 Environment Variable Monitoring
8 Automatic Monitoring System
9 Reconfiguration and Analysis of Monitoring Data
Annex A General Provisions
Annex B Field Inspection
Annex C Deformation Monitoring
Annex D Seepage Monitoring
Annex E Pressure (Stress） Monitoring
Annex F Earthquake Response Monitoring
Annex G Hydraulic Observation of Water Release Structures
Annex H Monitoring Planning and Instrument Management
Annex J Computation Formulae
Annex K Formats of Tables and Diagrams (Informative Annexes）
Explanation of Wording