constant head permeability | Numerical on Permeability of Soil| Discharge & Seepage velocity of soil

constant head permeability | Numerical on Permeability of Soil| Discharge & Seepage velocity of soil
Soil mechanics numerical,
numerical on soil mechanics,
constant head permeability,
Numerical on Permeability of Soil,
Discharge & Seepage velocity of soil,
constant head permeability test,
constant head permeability problem,
soil mechanics solved problems,
soil mechanics problems,
geotechnical engineering solved problems,
A sand sample of 35 cm2 cross sectional area and 20 cm long was tested in a constant head permeameter. Under a head of 60 cm, the discharge was 120 ml in 6 min. The dry weight of sand used for the test was 1 120 g, and Gs = 2.68. Determine (a) the hydraulic conductivity in cm/sec, (b)
the discharge velocity, and (c) the seepage velocity.

[@SouvikCivil]

Thank you sir it was helpful

[@Kesin6996]

Thank you 🙏

[@hellenkissi-cg7nl]

U didn't convert the ml

[@MuhammadIsmail-nz4tb]

ml and cc are same

[@jasstakhanwadhia2345]

Unit converted nhi kiya apne

[@ImBhuvi-vf2nv]

sir why we multiply time with area

[@gyanplus1898]

V = Q/A
Why,V =Q/At