Ministry of Transport of the People's Republic of China
Issued on:
2012-11-20
Implemented on:
2013-1-1
Status:
valid
Language:
English
File Format:
PDF
Word Count:
45000 words
Price(USD):
450.00
Delivery:
via email in 1 business day
1 General Provisions
1.0.1 This code is formulated to reach the unified technical requirements for the design of the dredging and reclamation works, improve the survey and design quality and technical level for the works and promote the dredging and hydraulic fill technology progress.
1.0.2 This code is applicable to the design of dredging and reclamation for the port and waterway works and a reference for the design of similar works like dredging and covering and hydraulic fill for the artificial island, beach and revetment and the seabed pipe ditch.
1.0.3 Not only the requirements stipulated in this code, but also those in the current relevant ones of the nation shall be complied with for the design of dredging and reclamation works.
2 Terms
2.0.1 Dredging Works
An underwater earth-rock excavation operation mode carried out by machinery, hydraulic power and manpower.
2.0.2 Hydraulic Fill
An operation mode by which the sediment is sent to the designated place by the dredge pumps and dredge pipe.
2.0.3 Dredging Equipment
A general term for boat and auxiliary equipment used for dredging.
2.0.4 Disposal Site
A water area where the dredged material is disposed according to the design decision.
2.0.5 Bed Material
The undisturbed soil at the surface layer of the dredged water area bottom or the design bottom elevation.
2.0.6 Fluid Mud Layer
The flocculence mud layer, with specific density and rheological property, located between water mass and river or sea bottom.
2.0.7 Nautical Depth
The vertical distance from the local theoretical lowest tide level to the nautical mud unit weight interface. The nautical mud weight density refers to the maximum mud weight density at which the boat navigation and the safety of berthing and unberthing operation are ensured.
2.0.8 Trial Dredging
The trial dredging carried out to determine the parameters for the dredging of the dredged material, back silting, side slope and environmental impacts.
2.0.9 Production Rate of Dredgers
The earth volume dredged by the dredger in unit time.
2.0.10 Gradation of Soils for Dredging Purposes
The grade division carried out according to dredging difficulty degree of the dredged materials.
2.0.11 Maintenance Dredging
The bottom sediment dredging to maintain or recover the original dimension at a designated water area, divided into the perennial maintenance dredging and one-off maintenance dredging.
2.0.12 Hydraulic Filling Equipment
A general term for boat and auxiliary equipment used for hydraulic fill.
2.0.13 Booster Pump
A dredge pump set in the sludge pipe to increase the hydraulic transport distance of the pipeline.
2.0.14 Bulking Factor
Ratio of volume of the dredged or pretreated materials to the volume of its original shape.
2.0.15 Time Utilization Rate of Dredgers
A percentage of dredging time by the dredger in the total time of dredging time, productive and nonproductive down time.
2.0.16 Volumetric Density of Slurry
A percentage of natural soil volume in slurry volume.
2.0.17 Classification of Soils and Rocks to be Dredged
The classification of rock and soil according to the dredging industry characteristic and the physical and mechanical indexes.
2.0.18 Calculation Value of Over-depth
The depth added value counted in the quantities according to the dredging equipment construction accuracy to reach the design depth.
2.0.19 Calculation Value of Over-width
The width added value at single side counted in the quantities according to the dredging equipment construction accuracy to reach the design width.
2.0.20 Advanced Maintenance Dredging
The added depth determined in the design based on the back silting rule to ensure the navigable dimension within a given period.
2.0.21 Capital Dredging
The constructed, renovated or extended dredging.
2.0.22 Management of Dredged Material
The behaviour to dispose of the dredged materials.
3 Basic Requirements
3.0.1 In the dredging and reclamation works design, the comprehensive analysis shall be carried out from the dredging, hoisting, conveying, handling or using.
3.0.2 The same work shall be subjected to the technical and economical comparison between at least two schemes and the recommended scheme shall be proposed.
3.0.3 The dredged material shall be used depending on the works conditions and the dredged material, with pollutants beyond the standards, shall be handled and processed according to the national laws and regulations and the international covenants.
3.0.4 In the dredging and reclamation works design, the safety risk possible in the works
1 General Provisions 2 Terms 3 Basic Requirements 4 Measurement and Survey 4.1 General Requirements 4.2 Measurement 4.3 Hydrology and Silt 4.4 Weather 4.5 Other Influencing Factors 5 Classification and Exploration of the Dredged Rock-soil 5.1 General Requirements 5.2 Classification of Dredged Rock-soil 5.3 Works Characteristics and Gradate of Dredged Rock-soil 5.4 Prospection and Tests for the Dredging Area 5.5 Prospection and Test in the Borrow Areas and Hydraulic Fill Areas 6 Equipment Selection and Output Estimation 6.1 Equipment Characteristics 6.2 Equipment Selection 6.3 Determination of Time Utilization Rate 6.4 Output Estimation 7 Dredging Works Design 7.1 General Requirements 7.2 Plane Layout and Dimension Design of Dredging Area 7.3 Dredging Modes 7.4 Calculation of Dredging Quantities 7.5 Capital Dredging 7.6 Maintenance Dredging 7.7 Dredging of Polluted Soil 7.8 Rock Dredging 7.9 Trial Dredging 8 Pipeline Hydraulic Transportation for Dredged Material 8.1 General Requirements 8.2 Dredge Pump Characteristics 8.3 Pipeline Characteristics 8.4 Determination of Dredge Pump and Pipeline Working Area 8.5 Booster Pump Transportation 9 Management of Dredged Material 9.1 General Requirements 9.2 Dredged Material Assessment 9.3 Dredged Material Utilization 9.4 Dredged Material Disposal 9.5 Dredged Material Treatment 10 Design of Reclamation Works 10.1 General Requirements 10.2 Selection and Arrangement of Borrow Area 10.3 Arrangement and Dimension of Hydraulic Fill Area 10.4 Calculation of Reclamation Quantity 10.5 Reclamation Dike 10.6 Hydraulic Fill Method 10.7 Design of Soil Storage Pit 10.8 Hydraulic Fill Pipeline 10.9 Drainage in Hydraulic Fill Area 10.10 Settlement and Displacement Observation 10.11 Re-sanding and Dislocation 11 Environmental Protection and Monitoring 11.1 General Requirements 11.2 Environmental Impact Analysis 11.3 Environmental Protection Measures 11.4 Environmental Monitoring Appendix A Adhesion Test Appendix B Ignition Loss Test Appendix C Dense Number Test Appendix D Dredging Equipment Characteristic D.1 Trailing Suction Hopper Dredger D.2 Cutter Suction Dredger D.3 Grab Dredger D.4 Dipper Dredger D.5 Bucket Ladder Dredger D.6 Other Dredging and Hydraulic Fill Equipment Appendix E Dredging Equipment Selection Appendix F Typical Dredgers and Main Technical Parameters Appendix G Statistical Analysis of Dredger Working Time Appendix H Explanation of Wording in This Code Name list of Chief Development Organization, Participating Development Organization, Chief Drafting Staff, Chief Checking Personnel and Management Group Personnel of This Code
1 General Provisions
1.0.1 This code is formulated to reach the unified technical requirements for the design of the dredging and reclamation works, improve the survey and design quality and technical level for the works and promote the dredging and hydraulic fill technology progress.
1.0.2 This code is applicable to the design of dredging and reclamation for the port and waterway works and a reference for the design of similar works like dredging and covering and hydraulic fill for the artificial island, beach and revetment and the seabed pipe ditch.
1.0.3 Not only the requirements stipulated in this code, but also those in the current relevant ones of the nation shall be complied with for the design of dredging and reclamation works.
2 Terms
2.0.1 Dredging Works
An underwater earth-rock excavation operation mode carried out by machinery, hydraulic power and manpower.
2.0.2 Hydraulic Fill
An operation mode by which the sediment is sent to the designated place by the dredge pumps and dredge pipe.
2.0.3 Dredging Equipment
A general term for boat and auxiliary equipment used for dredging.
2.0.4 Disposal Site
A water area where the dredged material is disposed according to the design decision.
2.0.5 Bed Material
The undisturbed soil at the surface layer of the dredged water area bottom or the design bottom elevation.
2.0.6 Fluid Mud Layer
The flocculence mud layer, with specific density and rheological property, located between water mass and river or sea bottom.
2.0.7 Nautical Depth
The vertical distance from the local theoretical lowest tide level to the nautical mud unit weight interface. The nautical mud weight density refers to the maximum mud weight density at which the boat navigation and the safety of berthing and unberthing operation are ensured.
2.0.8 Trial Dredging
The trial dredging carried out to determine the parameters for the dredging of the dredged material, back silting, side slope and environmental impacts.
2.0.9 Production Rate of Dredgers
The earth volume dredged by the dredger in unit time.
2.0.10 Gradation of Soils for Dredging Purposes
The grade division carried out according to dredging difficulty degree of the dredged materials.
2.0.11 Maintenance Dredging
The bottom sediment dredging to maintain or recover the original dimension at a designated water area, divided into the perennial maintenance dredging and one-off maintenance dredging.
2.0.12 Hydraulic Filling Equipment
A general term for boat and auxiliary equipment used for hydraulic fill.
2.0.13 Booster Pump
A dredge pump set in the sludge pipe to increase the hydraulic transport distance of the pipeline.
2.0.14 Bulking Factor
Ratio of volume of the dredged or pretreated materials to the volume of its original shape.
2.0.15 Time Utilization Rate of Dredgers
A percentage of dredging time by the dredger in the total time of dredging time, productive and nonproductive down time.
2.0.16 Volumetric Density of Slurry
A percentage of natural soil volume in slurry volume.
2.0.17 Classification of Soils and Rocks to be Dredged
The classification of rock and soil according to the dredging industry characteristic and the physical and mechanical indexes.
2.0.18 Calculation Value of Over-depth
The depth added value counted in the quantities according to the dredging equipment construction accuracy to reach the design depth.
2.0.19 Calculation Value of Over-width
The width added value at single side counted in the quantities according to the dredging equipment construction accuracy to reach the design width.
2.0.20 Advanced Maintenance Dredging
The added depth determined in the design based on the back silting rule to ensure the navigable dimension within a given period.
2.0.21 Capital Dredging
The constructed, renovated or extended dredging.
2.0.22 Management of Dredged Material
The behaviour to dispose of the dredged materials.
3 Basic Requirements
3.0.1 In the dredging and reclamation works design, the comprehensive analysis shall be carried out from the dredging, hoisting, conveying, handling or using.
3.0.2 The same work shall be subjected to the technical and economical comparison between at least two schemes and the recommended scheme shall be proposed.
3.0.3 The dredged material shall be used depending on the works conditions and the dredged material, with pollutants beyond the standards, shall be handled and processed according to the national laws and regulations and the international covenants.
3.0.4 In the dredging and reclamation works design, the safety risk possible in the works
Contents of JTS 181-5-2012
1 General Provisions
2 Terms
3 Basic Requirements
4 Measurement and Survey
4.1 General Requirements
4.2 Measurement
4.3 Hydrology and Silt
4.4 Weather
4.5 Other Influencing Factors
5 Classification and Exploration of the Dredged Rock-soil
5.1 General Requirements
5.2 Classification of Dredged Rock-soil
5.3 Works Characteristics and Gradate of Dredged Rock-soil
5.4 Prospection and Tests for the Dredging Area
5.5 Prospection and Test in the Borrow Areas and Hydraulic Fill Areas
6 Equipment Selection and Output Estimation
6.1 Equipment Characteristics
6.2 Equipment Selection
6.3 Determination of Time Utilization Rate
6.4 Output Estimation
7 Dredging Works Design
7.1 General Requirements
7.2 Plane Layout and Dimension Design of Dredging Area
7.3 Dredging Modes
7.4 Calculation of Dredging Quantities
7.5 Capital Dredging
7.6 Maintenance Dredging
7.7 Dredging of Polluted Soil
7.8 Rock Dredging
7.9 Trial Dredging
8 Pipeline Hydraulic Transportation for Dredged Material
8.1 General Requirements
8.2 Dredge Pump Characteristics
8.3 Pipeline Characteristics
8.4 Determination of Dredge Pump and Pipeline Working Area
8.5 Booster Pump Transportation
9 Management of Dredged Material
9.1 General Requirements
9.2 Dredged Material Assessment
9.3 Dredged Material Utilization
9.4 Dredged Material Disposal
9.5 Dredged Material Treatment
10 Design of Reclamation Works
10.1 General Requirements
10.2 Selection and Arrangement of Borrow Area
10.3 Arrangement and Dimension of Hydraulic Fill Area
10.4 Calculation of Reclamation Quantity
10.5 Reclamation Dike
10.6 Hydraulic Fill Method
10.7 Design of Soil Storage Pit
10.8 Hydraulic Fill Pipeline
10.9 Drainage in Hydraulic Fill Area
10.10 Settlement and Displacement Observation
10.11 Re-sanding and Dislocation
11 Environmental Protection and Monitoring
11.1 General Requirements
11.2 Environmental Impact Analysis
11.3 Environmental Protection Measures
11.4 Environmental Monitoring
Appendix A Adhesion Test
Appendix B Ignition Loss Test
Appendix C Dense Number Test
Appendix D Dredging Equipment Characteristic
D.1 Trailing Suction Hopper Dredger
D.2 Cutter Suction Dredger
D.3 Grab Dredger
D.4 Dipper Dredger
D.5 Bucket Ladder Dredger
D.6 Other Dredging and Hydraulic Fill Equipment
Appendix E Dredging Equipment Selection
Appendix F Typical Dredgers and Main Technical Parameters
Appendix G Statistical Analysis of Dredger Working Time
Appendix H Explanation of Wording in This Code
Name list of Chief Development Organization, Participating Development Organization, Chief Drafting Staff, Chief Checking Personnel and Management Group Personnel of This Code
