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Technical specification for comprehensive control of soil and water conservation -- Technique for erosion control of gullies
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GB/T 16453.3-2008
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Regulation of techniques for comprehensive control of soil erosion--Technique for erosion control of gullies
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Basic data | Standard ID | GB/T 16453.3-2008 (GB/T16453.3-2008) | | Description (Translated English) | Technical specification for comprehensive control of soil and water conservation -- Technique for erosion control of gullies | | Sector / Industry | National Standard (Recommended) | | Classification of Chinese Standard | B11 | | Classification of International Standard | 13.080 | | Word Count Estimation | 34,339 | | Date of Issue | 2008-11-14 | | Date of Implementation | 2009-02-01 | | Older Standard (superseded by this standard) | GB/T 16453.3-1996 | | Quoted Standard | GB/T 15772-2008; GB/T 15774; GB/T 16453.4; SL 289; SL 302 | | Regulation (derived from) | National Standard Approval Announcement 2008 No.18 (Total No.131) | | Issuing agency(ies) | General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Standardization Administration of the People's Republic of China | | Summary | This standard specifies the ditch head protection works, Gufang engineering and dam engineering surveys, planning, project layout, hydrological calculation and design of the buildings, construction, project management and utilization of the dam and other technical requirements. Scope of this section: a) ditch head protection works, Gufang engineering section applies to northern China (Northwest, Northeast, North) high source, hilly area, hilly area and the Rocky Mountain Area, b) dam engineering section applies to northwest China, North, northeast loess area. Other areas of governance in the gully, ditch all dams have Lanni warping effects (including sediment dam in southern China) can refer to use. This part of the silt dam to rolling type homogeneous earth -based. Water -dropping method involving dam design, construction and other issues, this section only for some of the principle of the specific contents see SL 302. |
GB/T 16453.3-2008: Technical specification for comprehensive control of soil and water conservation -- Technique for erosion control of gullies ---This is a DRAFT version for illustration, not a final translation. Full copy of true-PDF in English version (including equations, symbols, images, flow-chart, tables, and figures etc.) will be manually/carefully translated upon your order.
Technical specification for comprehensive control of soil and water conservation. Technique for erosion control of gullies
ICS 13.080
B11
National Standards of People's Republic of China
Replacing GB/T 16453.3-1996
Soil and Water Conservation Technical Specifications
Gully Treatment Technology
Posted 2008-11-14
2009-02-01 implementation
Administration of Quality Supervision, Inspection and Quarantine of People's Republic of China
Standardization Administration of China released
Foreword
GB/T 16453 "soil and water conservation technical specifications" is divided into six parts.
--- GB/T 16453.1-2008 soil and water conservation technical specifications slope land;
--- GB/T 16453.2-2008 soil and water conservation technical specifications wasteland control technology;
--- GB/T 16453.3-2008 soil and water conservation technical specifications Gully control technology;
--- GB/T 16453.4-2008 soil and water conservation technical specifications for small storage discharge water diversion project;
--- GB/T 16453.5-2008 soil and water conservation technical specifications sand control technology;
--- GB/T 16453.6-2008 soil and water conservation technical specifications Collapsing Management technology.
This Part replaces GB/T 16453.3-1996 "soil and water conservation technical specifications gully control technology."
This section compared with the GB/T 16453.3-1996, modified as follows.
a) Gully Management Plan to layout;
b) increase the well head ditch seepage treatment;
c) Cantilever Gully Head Protection Engineering wood scaffold to concrete piles;
d) The ladder Gufang to dry stone check dam;
e) the gravity Gufang changed for Masonry Gufang;
f) increased shrub and grass planted on the check dam in the check dam construction, strengthen the solid earth.
The Standard Appendix A, Appendix B, Appendix C are informative appendices.
This part is proposed by the Ministry of Water Resources.
This part of the jurisdiction of the Department of International Cooperation, Science and Technology.
Drafting this Part. Division of Soil and Water Conservation, Ministry of Water Resources Monitoring Center, the middle reaches of the Yellow River Conservancy Commission on Management
Bureau of Rural Water Conservation Bureau CONSERVANCY Yellow River Conservancy Commission, the Soil Conservation Service Changjiang Water Resources Commission, Songliao Water Resources Commission Water Conservancy Department, pearl
River Water Resources Commission Water Conservancy Department, the Haihe River Water Resources Commission Water Conservancy Department, the Huaihe River Water Resources Commission Water Conservancy Department, Beijing Forestry University water
Soil conservation institute.
The main drafters of this section. Woodland, Liu Wan Quan Fan Qi Jing, Xinmin, Tong Weili, rather heap tiger, Lu Shengli, Xu Chuan early, Guo Yan cable,
Chang India, Zhao Yongjun, Chen Fayum, FORESTRY AND Cong Peijuan, often Dandong Feng Wei.
This part of the standard replaces the previous editions are.
--- GB/T 16453.3-1996.
Introduction
GB/T 16453.3-1996 been implemented ten years, in terms of soil and water conservation has played an important role in guiding. along with
Changes in economic and social development of China's rural industrial structure, the content of soil and water conservation, nature, etc. has undergone profound changes.
In order to adapt to the soil and water conservation work under the new situation, to further regulate soil and water conservation technical specifications, according to the Department of International Cooperation & SCIENCE
Technology Division, Division of Soil and Water Conservation unified arrangements have been revised.
Soil and Water Conservation Technical Specifications
Gully Treatment Technology
1 Scope
1.1 GB/T 16453 provisions of this part of the survey, planning, engineering layout ditch head protection works, check dam construction and dam engineering,
Hydrological calculation and design of buildings, construction, project management and use of dams and other technical requirements.
1.2 Scope section.
a) ditch head protection works, check dam project section applies to northern China (northwest, northeast, north) high plateau area, hilly area, and soil gentle hilly area
Stone Mountain;
b) dam engineering section applies to northwest China, north, northeast loess area. Other areas of governance in the gully, ditch all
There intercepting sediment dam silt effects (including sediment interception dam in southern China) can refer to use. This section of the silt dam to rolling average formula
Quality dam based. Water-dropping method involving dam design, construction and other issues, some of the provisions of this section only for the principle, in particular within
Yung See SL302.
2 Normative references
The following documents contain provisions which, through GB/T 16453 reference in this text, constitute provisions of this part. For dated reference documents
Member, all subsequent amendments (not including errata content) or revisions do not apply to this section, however, encouraged to reach under this section
Parties to research agreement to use the latest versions of these documents. For undated reference documents, the latest versions apply to this
section.
GB/T 15772-2008 General Soil and Water Conservation Plan
GB/T 15774 Soil and Water Conservation Benefit Calculation Methods
GB/T 16453.4 soil and water conservation technical specifications for small storage discharge water diversion project
SL289 Key Gully Control Works and Water Conservation Technical Specifications
SL302 falling water dam Technical Specification
3 Gully Head Protection Engineering
3.1 Basic provisions
3.1.1 ditch head protection works should be small watershed comprehensive planning unit, integrated governance, and Gu Fang, silt dam and other control measures mutual Gully
Cooperating to achieve common development gully control effect.
Key position 3.1.2 Head Protection ditch construction project should be. Head over there Slope natural ditch collecting tank, storm drain runoff thus focus
Head into the ditch, causing local gully head advancement and expansion.
3.1.3 The main task of the ditch head protection works should be. to stop overland storm runoff from the head into the channel or groove to make it in a controlled manner into the channel,
Suppression of gully head advancement, protection of ground gully mutilation is not destroyed.
3.1.4 when the slope is not only focused on the runoff ditch head, while the gutter runoff when many otherwise dispersed into the channel, should work in construction Gully Head Protection
Cheng at the same time, around the gutter, gutter ridge comprehensive construction, curb runoff into the channel.
Defense Standard 3.1.5 ditch head protection works should be a case 10a 3h ~ 6h maximum storm. According to the different parts of rainfall, respectively
Take local most likely to produce serious soil erosion short-duration, high-intensity storm.
3.1.6 When a large ditch head above water catchment area (10hm2 above), should be laid appropriate governance measures slope and small water storage projects, to reduce
Collection of surface runoff ditch head.
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