June 27, 2008
Please post your answer to Worked Example 3.2 here
Please post your answer to Worked Example 3.2 (Workshop No. 2) here
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- 1. Chapter 1: Malaysian Perspective
- 2. Chapter 2: Environment Processes
- 3. Chapter 3: Stormwater Management
- 4. Chapter 4: Design Acceptance Criteria
- 5. Chapter 5: Institutional and Legal Framework
- 6. Chapter 6: Authority Requirement and Documentation
- 7. Chapter 7: Planning Framework
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- Chapter 10: Choice of Management
- Chapter 11: Hydrologic Design Concepts
- Chapter 12: Hydraulic Fundamentals
- Chapter 13: Design Rainfall
- Chapter 14: Flow Estimation and Routing
- Chapter 15: Pollutant Estimation, Transport and Retention
- Chapter 16: Stormwater System Design
- Chapter 17: Computer Models and Softwares
- Chapter 18: Principle of Quantity Control
- Chapter 19: On-site Detention
- Chapter 20: Community and Regional Detention
- Chapter 21: On-site and Community Retention
- Chapter 22: Regional Retention
- Chapter 23: Roof and Property Drainage
- Chapter 24: Stormwater Inlets
- Chapter 25: Pipe Drains
- Chapter 26: Open Drains
- Chapter 27: Culvert
- Chapter 28: Engineered Waterways
- Chapter 29: Hydraulic Structures
- Chapter 30: Stormwater Quality Monitoring
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- Chapter 39: Erosion and Sediment Control Measures
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- Chapter 41: Erosion and Sediment Control Plans
- Chapter 42: Landscaping
- Chapter 43: Riparian Vegetation and Watercourse Management
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- Chapter 48: Wet Weather Wastewater Overflows
Comments on Please post your answer to Worked Example 3.2 here »
Among the given Q values, the culverts are flooded above 88 m3/s
GROUP 2
Answer:The culvert (JTR and 800m culvert downstream) flooded at Q=66cu.m/s
The answer is Q = 66 m3/s
Q=66 m3/s start flooded.