Dike Fact Sheet
What is a Dike?
A dike is an earthen berm or barrier constructed to protect property from
flooding.
When is a Dike Used?
A dike is used when increased storm runoff or debris flow from burned areas
are likely to cause flooding or other damage to high value properties, such as a
home site or business, and there are adequate space and soil available to
construct an earthen barrier. A Dike may be used in combination with a Runoff
Diversion and other practices to accomplish this purpose. Dikes must be
constructed from fine grained soils that limit seepage through the dike and
remain stable when saturated during flooding. When a sufficient quantity of
suitable soil is not available on site some other type of flood barrier should
be considered. A poorly designed dike can create a false sense of security or
contribute to increased erosion and flooding at other locations. Therefore dikes
should be planned and designed with the assistance of an experienced engineer.
How are Dikes Designed?
Location: Dikes are located so they can intercept flood
water and direct it safely past the area being protected without causing other
damage. The dike must utilize existing topographic features or completely
encircle the area being protected, as necessary to prevent flood water from
going around its ends.
Height: The top of the dike is set to prevent overtopping
from a storm frequency consistent with the hazard involved, but not less than a
25-year frequency, 24-hour duration storm. Dikes protecting major structures,
homes, school buildings and high capacity roads shall have enough height to
prevent overtopping from a 100-year frequency 24-hour duration storm. The
constructed height will include the flood depth plus 20 percent freeboard, and a
settlement allowance equal to 10% of design fill height or 0.2 feet, whichever
is greater.
Cross Section: The dike cross section will be trapezoidal,
and shall accommodate the equipment to be used for constructing it. (see Figure
1) The dike must have stable side slopes, generally not be steeper than 3:1. The
dike top width, base width and core trench dimensions are selected based on the
design height, as shown in Table 1.
Erosion Protection: The dike and other disturbed areas
should be seeded and mulched. If the soils or climatic conditions preclude the
use of vegetation for erosion protection, non vegetative linings such as gravel,
rock riprap, or cellular block may be used.
What Type of Maintenance do Dikes Require?
The vegetation or other erosion protection must be kept in good condition.
The dike should be checked after each flood event, and repaired as necessary.
Temporary dikes should be removed when they have served their purpose.
FIGURE 1 - Typical Dike Cross Section

TABLE 1 - Recommended Top Width and Core Depth for alternate Dike
Heights
Height, H
|
Minimum Dike Top Width, W |
Dimensions Core Depth, D |
< 3 ft. |
4 ft. |
1 ft. |
3 - 5 ft |
6 ft. |
2 ft. |
5 - 10 ft. |
8 ft. |
3 ft. |
> 10 ft. |
Not recommended |
|
|