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
-
Content
- Announcement of Upcoming 8th Workshop on MSMAM at UTM KL
- An Open Letter from Dr. Quek
- 12 Resons Why You Must Attend Our MSMAM Workshop?
- Details of Upcoming MSMAM Workshops
- Free MSMAM Videos
- Free MSMAM Software
- Free MSMAM eCourse
- Download MSMA
- MEMBERS ONLY Login Area
- MSMAM Workshop Photos
- BEM Endorsement & CPD Hr
- Testimonials/Feedback
- 100% Satisfaction Guarantee
- Contact Us
- Who is Dr. Quek?
- Links
- Signup to Receive Free Videos on MSMA
- Signup For Free Storm/Flood Warning SMS
Archives
- July 2009
- June 2009
- May 2009
- April 2009
- March 2009
- November 2008
- July 2008
- June 2008
- March 2008
- January 2008
- December 2007
- November 2007
- October 2007
- September 2007
- August 2007
- July 2007
- June 2007
- May 2007
- March 2007
- February 2007
- December 2006
- September 2006
- August 2006
- June 2006
- May 2006
- April 2006
- March 2006
-
Subscribe Me
Donate
Links
Resources
Copyright 2010
September 2010 M T W T F S S « Jul 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 -
Freebie No. 1- Free MSMA Videos
-
Freebie No. 2- Free MSMA Software
-
Freebie No. 3- Free 7-Day MSMA eCourse
MSMA
- 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
- 8. Chapter 8: Strategic Planning
- 9. Chapter 9: Master Planning
- 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
- Chapter 31: Filtration
- Chapter 32: Infiltration
- Chapter 33: Oil Separators
- Chapter 34: Gross Pollutant Traps
- Chapter 35: Constructed Ponds and Wetlands
- Chapter 36: Housekeeping Practices
- Chapter 37: Community Education
- Chapter 38: Action to Control Erosion and Sediment
- Chapter 39: Erosion and Sediment Control Measures
- Chapter 40: Contractor Activity Control Measures
- Chapter 41: Erosion and Sediment Control Plans
- Chapter 42: Landscaping
- Chapter 43: Riparian Vegetation and Watercourse Management
- Chapter 44: Subsoil Drainage
- Chapter 45: Pumped Drainage
- Chapter 46: Lowland, Tidal and Small Island Drainage
- Chapter 47: Hillside Drainage
- 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.