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water conservancy project hubs water conservancy project scopethis standard design safety standards safety design standards design specification vapor recovery unit introduction national standard microbial control work line characteristics
DL/T 5353-2006 in English

DL/T 5353-2006 in English

SUPERSEDED

Design specification for slope of hydropwer and water conservancy project

  • Issued on:2006-09-14
  • Implemented on:2007-03-01
  • File Format:PDF
  • Delivery:Via email within 1~3 business days
Price(USD): $900.00
$873.00
Standard No: DL/T 5353-2006
Document status: SUPERSEDED
Superseded by: NB/T 10512-2021 Code for Slope Design of Hydropower Projects
Superseded on: 2021-07-01
Title in English: Design specification for slope of hydropwer and water conservancy project
Title in Chinese: 水电水利工程边坡设计规范
Language: English
File Format: Electronic (PDF)
Delivery: Via email within 1~3 business days
Issued on: 2006-09-14
Implemented on: 2007-03-01
Chinese Classification: P55-Water conservancy and water power engineering in general
Professional Classification: DL-Electricity
Related Keywords: water conservancy project hubs
water conservancy project scopethis standard
design safety standards
safety design standards
design specification
Related Topics: water conservancy
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本标准规定了水电水利工程枢纽主要建筑物边坡、近坝库岸边坡设计的安全级别、设计安全标准、稳定分析方法、综合治理措施以及安全监测、预警等内容。 本标准适用于大、中型水电水利工程枢纽主要建筑物边坡、近坝库岸影响工程正常、安全运行的自然边坡的治理设计。水库区其它边坡工程的设计参照执行。 对超大规模的边坡、特别重要的或条件十分复杂的边坡,其安全设计标准、稳定分析及其评价、综合治理措施等要进行专门研究论证。


Scope

This standard stipulates the safety levels, design safety standards, stability analysis methods, comprehensive management measures, safety monitoring, and early warning for the design of main building slopes and bank slopes near dams and reservoirs in hydropower and water conservancy project hubs. This standard is applicable to the management design of main building slopes in large and medium-sized hydropower and water conservancy project hubs, and natural slopes near dam banks that affect the normal and safe operation of the project. The design of other slope projects in the reservoir area shall be implemented accordingly. For extremely large-scale slopes, particularly important slopes or slopes with very complex conditions, special research and demonstration must be conducted on their safety design standards, stability analysis and evaluation, and comprehensive management measures.

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