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Effective size D10

One day u change your luck by hardwork

Double mass curve technique

Meyer's formula |Hydrology

Evaporation | Pan coefficient Cp, Lake evaporation

Adequacy of raingauge station

Raingauge Network

Estimation of Missing data| Normal ratio method | Arithmetic mean method

Hyetograph | Presentation of rainfall data |Hydrology

Mass curve of Rainfall | Hydrology

Poisson's Ratio | lateral strain | longitudinal strain| volumetric strain

Active and Passive earth pressure | Soil mechanics

Earth pressure and retaining wall | soilmechanics

Use of flow net

Boussinesq's equation | vertical stress calculation

Newmark Influence chart

Discharge through a flow net

Properties of flow net and its use

Effective stress

Quick sand condition | Critical hydraulic gradient

Seepage , Problem due to seepage

laplace equation -2D flow condition |flow net assumption

hydraulic gradient

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