Interested to Buy Any Domain ? << Click Here >> for more details...
what is scour depth $ what's the process to determine it?
- 2 Answers
- 8648 Views
- I also Faced
- E-Mail Answers
Answer Posted / iamrk1293
Scouring can be defined as a process due to which the particles of the soil or rock around the periphery of the abutment or pier of the highway bridge spanning over a water body, gets eroded and removed over a certain depth called scour depth.
Hydraulic Engineering Circular (HEC) has published a manual in which the methods are mentioned some of which are empirical equations or graphs to estimate the scour depth based on the discharge, flow velocity or flow depth etc.
| Is This Answer Correct ? | 0 Yes | 0 No |
Post New Answer View All Answers
indian standard split spoon sampler
What is rolling stock
roll of DLC in road constructions
How can you produce desired alloys and discuss their applications in daily life.
How will be cutting in timber plate size 600*400 column size
is it fair to recruit another prestressing agency once earlier agency has provided guide cone for post stressing the Concrete -I girders? It is observed that the bearing plate of another agency is not matching with the earlier one resulting in protruded strands after stressing from the face of girder. Kindly advice.
what is Brest Wall?
What happens to Load at yielding ?
What is an object snap mode?
how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?
beam length 73 feet 4 inch,width 01 feet,height 50 inch so every beam load how much? and what quantity of M.S ROD? both side ony two column in middle no column.pls inform me that this is stable or not ? and how much risk of this beam?
Explain what is progress payment?
in 100 cft = 1350 bricks in 100 cft = ? bloks
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
What are the strongest shapes in building?
