There are two methods of constructing earthen dams:

(1) Hydraulic-fill method, and

(2) Rolled- fill method.

1. Hydraulic-fill method:

• In this method of construction, the dam body is constructed by excavating and transporting soils by using water pipes called flumes, which are laid along the outer edge of the embankment. The soil materials are mixed with water and pumped into these flumes. The slush is discharged through the outlets in the flumes at suitable intervals along their lengths. The slush, flowing towards the centre of the bank, tends to settle down. The coarse particles get deposited soon after the discharge near the outer edge, while the fines get carried and settle at the centre, forming a zoned embankment having a relatively impervious central core.
• This type of embankment is susceptible to a settlement over long periods, because of slow drainage from the core.
• Hydraulic-fill method is, therefore seldom adopted these days.

2. Rolled-fill Method :

• The embankment is constructed by placing suitable soil materials in thin layer (15 to 30 cm) and compacting them with rollers.
• The soil is brought to the site from burrow pits and spread by bulldozers etc. in layer.
• These layers are thoroughly compacted by rollers of designed weights. Ordinary road rollers can be used for low embankments (such as levees or bunds); while power-operated rollers are to be used for dams.
• The moisture content of the soil fill must be properly controlled. The best compaction can be obtained at a moisture content somewhere near the optimum moisture content. (The optimum moisture content is the moisture required for obtaining optimum density in the fill).
• Compaction of coarse gravels cannot be properly done by rolling and is best done by vibrating equipment.
• For the construction of dam rolled-fill method is generally used.