Chapter 8 Seepage - Example 3 Calculate Seepage Quantity and Pore Pressure using Flow Net
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- Опубликовано: 17 окт 2024
- Textbook: Principles of Geotechnical Engineering (9th Edition). Braja M. Das, Khaled Sobhan, Cengage learning, 2018.
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Chapter 2 - Origin of Soil and Grain Size
• Chapter 2 Origin of So...
Chapter 3 - Weight-Volume Relationships
• Chapter 3 Weight-Volum...
Chapter 4 - Plasticity and Structure of Soil
• Chapter 4 Plasticity a...
Chapter 5 - Classification of Soil
• Chapter 5 Classificati...
Chapter 6 - Soil Compaction
• Chapter 6 Soil Compact...
Chapter 7 - Permeability
• Chapter 7 Permeability...
Chapter 8 - Seepage
• Chapter 8 Seepage (Geo...
Chapter 9 - In situ Stresses
• Chapter 9 In Situ Stre...
Chapter 10 - Stresses in a Soil Mass
• Chapter 10 Stresses in...
Chapter 11 - Compressibility of Soil
• Chapter 11 Compressibi...
Chapter 12 - Shear Strength of Soil
• Chapter 12 Shear Stren...
#Seepage#FlowNet#FlowQuantity#Heaving
if the "k" is m/s and the "h" is m how do we have m3/s as a flow? where is the third element to make it cubic? Thank you!
Sometimes Nf can be with decimals like 4,7. How this is possible?
Nf is the number of flow channels and is an integer.
Scale given 10m ...,But how u considered Za =15m sir..???
the distance from point A to the datum is about 1.5 times the 10m scale, which is about 15m.
@@uSeeGeo how it is 1.5 times? Sir please helppp
@@prottaymazumder6792 you estimate it, eye ball it
@@ryanmillington8740 then tell us how you estimate 😪
how can we identify datum's position?
You can set any level as the datum. It will not affect the results of pore pressure or the flow quantity calculation.
@@uSeeGeohow so? since it will change the elevation head of point A as we change the datum level? Pls explain