Embankment Dams: Difference between revisions
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Embankment dam at Diamond Valley Lake, an off-stream reservoir in Riverside County, California | |||
(Image Source: [https://commons.wikimedia.org/wiki/Category:Diamond_Valley_Lake#/media/File:DVL-Westdam.JPG Wikimedia]) | |||
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“Earthfill dams are the most common type of dam, principally because their construction involves the use of materials from required excavations and the use of locally available natural materials requiring a minimum of processing”.<ref name="Small Dams">Design of Small Dams | “Earthfill dams are the most common type of dam, principally because their [[construction]] involves the use of materials from required excavations and the use of locally available natural materials requiring a minimum of processing”.<ref name="Small Dams">[[Design of Small Dams| Design of Small Dams (United States Bureau of Reclamation, 1987)]]</ref> Materials used for embankment dams include natural soil or rock, or waste materials obtained from mining or milling operations. An embankment dam is termed an “earthfill” or “rockfill” dam depending on whether it is comprised of compacted earth or mostly compacted or dumped rock. These <noautolinks>types of dams</noautolinks> are often constructed using layers of soil with varying levels of hydraulic conductivities in order to prevent excessive seepage through the embankment. | ||
“Rockfill dams use rock of all sizes to provide stability and an impervious membrane to provide watertightness. The membrane may be an upstream facing of impervious soil, a concrete slab, asphaltic-concrete paving, steel plates, other impervious elements, or an interior thin core of impervious soil”. <ref name="Small Dams" /> | “Rockfill dams use rock of all sizes to provide [[stability]] and an impervious membrane to provide watertightness. The membrane may be an upstream facing of impervious soil, a [[Concrete Slab|concrete slab]], asphaltic-concrete paving, steel plates, other impervious elements, or an interior thin core of impervious soil”. <ref name="Small Dams" /> | ||
The ability of an embankment dam to resist the reservoir water pressure is primarily a result of the mass weight, type and strength of the materials from which the dam is made. | The ability of an embankment dam to resist the reservoir water pressure is primarily a result of the mass weight, type and strength of the materials from which the dam is made. | ||
==Components of | ==Components of Embankment Dams== | ||
Typical embankment dam design elements are illustrated in the figure on this topic page. The upstream and downstream slopes of embankment dams are typically 2H:1V (horizontal to vertical) or flatter. Their capacity for water retention is due to the low permeability of the entire mass (in the case of a homogeneous embankment) or a zone of low-permeability material (in the case of a zoned embankment dam). | Typical embankment dam design elements are illustrated in the figure on this topic page. The upstream and downstream slopes of embankment dams are typically 2H:1V (horizontal to vertical) or flatter. Rockfill dams may have steeper slopes. Their capacity for water retention is due to the low permeability of the entire mass (in the case of a homogeneous embankment) or a zone of low-permeability material (in the case of a zoned embankment dam). | ||
Materials used to construct embankment dams include natural soil or rock obtained from onsite borrow areas or nearby quarries. If the natural material has a high permeability, then a zone of very low permeability or impervious material is normally included in the dam to provide resistance to flow and dissipate the hydrostatic pressure caused by the reservoir | Materials used to construct embankment dams include natural soil or rock obtained from onsite borrow areas or nearby quarries. If the natural material has a high permeability, then a zone of very low permeability or impervious material is normally included in the dam to provide resistance to flow and dissipate the hydrostatic pressure caused by the reservoir. Some embankment dams use a masonry or concrete corewall to create the impervious barrier within the embankment. The ability of an embankment dam to resist the hydrostatic pressure caused by reservoir water is primarily the result of the mass or weight of the structure and the internal strength of the soil materials. | ||
Many small dams and older dams consist of a homogeneous earth embankment where the dam is constructed of similar material throughout. Modern embankment dams are normally constructed with a zoned embankment and are composed of zones of selected materials having different degrees of porosity, permeability and density. Most modern zoned embankments include a chimney drain and toe drain to collect and filter seepage through the embankment and increase the stability and long-term performance of the structure. The chimney and toe drain consist of coarse-grained material (sand and gravel) which has | Many small dams and older dams consist of a homogeneous earth embankment where the dam is constructed of similar material throughout. Modern embankment dams are normally constructed with a zoned embankment and are composed of zones of selected materials having different degrees of porosity, permeability, and density. Most modern zoned embankments include a filtered internal drainage system such as a chimney drain and toe drain to collect and filter seepage through the embankment and increase the stability and long-term performance of the structure. The chimney and toe drain consist of coarse-grained material (sand and gravel) which has less resistance to the flow of water and is not prone to shrinking or cracking. Seepage entering the drains flows freely through it and exits safely beyond the dam without saturating the material in the downstream zone. In general, modern embankment dams are designed to control seepage and prevent seepage from saturating or exiting the downstream slope. | ||
{| cellpadding="7" | {| cellpadding="7" | ||
| [[Image:EmbankmentDesign.png]] | | [[Image:EmbankmentDesign.png|link=]] | ||
|- | |- | ||
|style="text-align:center; font-size:75%;"| Typical | |style="text-align:center; font-size:75%;"| Typical design elements in a zoned embankment dam. | ||
|} | |} | ||
</br> | </br> | ||
==Life Cycle of | ==Life Cycle of Embankment Dams== | ||
*[[Design and Construction of Embankment Dams]] | *[[Design and Construction of Embankment Dams]] | ||
*[[O&M of Embankment Dams]] | *[[O&M of Embankment Dams]] | ||
*[[Decommissioning]] | *[[Decommissioning]] | ||
< | |||
<noautolinks>==Best Practices Resources==</noautolinks> | |||
{{Document Icon}} [[Design of Small Dams | Design of Small Dams, USBR, 1987]] | |||
{{Document Icon}} [[Technical Release 210-60: Earth Dams and Reservoirs | Technical Release 210-60: Earth Dams and Reservoirs, NRCS]] | |||
{{Document Icon}} [[Pocket Safety Guide for Dams and Impoundments (FEMA P-911)| Pocket Safety Guide for Dams and Impoundments (FEMA P-911), FEMA]] | |||
{{Document Icon}} [[Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148) | Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148), FEMA]] | |||
==Trainings== | |||
{{Video Icon}} [[On-Demand Webinar: Introduction to Embankment Dams]] | |||
{{Website Icon}} [[Technical Seminar: Basic Soil Mechanics Related to Earth Dams]] | |||
</br> | </br> | ||
Citations | {{Citations}} | ||
<!-- Revision history information --> | <!-- Revision history information --> | ||
{{revhistinf}} | {{revhistinf}} | ||
Latest revision as of 14:59, 18 July 2023
|
| Embankment dam at Diamond Valley Lake, an off-stream reservoir in Riverside County, California
(Image Source: Wikimedia) |
“Earthfill dams are the most common type of dam, principally because their construction involves the use of materials from required excavations and the use of locally available natural materials requiring a minimum of processing”.[1] Materials used for embankment dams include natural soil or rock, or waste materials obtained from mining or milling operations. An embankment dam is termed an “earthfill” or “rockfill” dam depending on whether it is comprised of compacted earth or mostly compacted or dumped rock. These types of dams are often constructed using layers of soil with varying levels of hydraulic conductivities in order to prevent excessive seepage through the embankment.
“Rockfill dams use rock of all sizes to provide stability and an impervious membrane to provide watertightness. The membrane may be an upstream facing of impervious soil, a concrete slab, asphaltic-concrete paving, steel plates, other impervious elements, or an interior thin core of impervious soil”. [1]
The ability of an embankment dam to resist the reservoir water pressure is primarily a result of the mass weight, type and strength of the materials from which the dam is made.
Components of Embankment Dams
Typical embankment dam design elements are illustrated in the figure on this topic page. The upstream and downstream slopes of embankment dams are typically 2H:1V (horizontal to vertical) or flatter. Rockfill dams may have steeper slopes. Their capacity for water retention is due to the low permeability of the entire mass (in the case of a homogeneous embankment) or a zone of low-permeability material (in the case of a zoned embankment dam).
Materials used to construct embankment dams include natural soil or rock obtained from onsite borrow areas or nearby quarries. If the natural material has a high permeability, then a zone of very low permeability or impervious material is normally included in the dam to provide resistance to flow and dissipate the hydrostatic pressure caused by the reservoir. Some embankment dams use a masonry or concrete corewall to create the impervious barrier within the embankment. The ability of an embankment dam to resist the hydrostatic pressure caused by reservoir water is primarily the result of the mass or weight of the structure and the internal strength of the soil materials.
Many small dams and older dams consist of a homogeneous earth embankment where the dam is constructed of similar material throughout. Modern embankment dams are normally constructed with a zoned embankment and are composed of zones of selected materials having different degrees of porosity, permeability, and density. Most modern zoned embankments include a filtered internal drainage system such as a chimney drain and toe drain to collect and filter seepage through the embankment and increase the stability and long-term performance of the structure. The chimney and toe drain consist of coarse-grained material (sand and gravel) which has less resistance to the flow of water and is not prone to shrinking or cracking. Seepage entering the drains flows freely through it and exits safely beyond the dam without saturating the material in the downstream zone. In general, modern embankment dams are designed to control seepage and prevent seepage from saturating or exiting the downstream slope.
|
| Typical design elements in a zoned embankment dam. |
Life Cycle of Embankment Dams
Best Practices Resources
Design of Small Dams, USBR, 1987
Technical Release 210-60: Earth Dams and Reservoirs, NRCS
Pocket Safety Guide for Dams and Impoundments (FEMA P-911), FEMA
Federal Guidelines for Dam Safety: Glossary of Terms (FEMA P-148), FEMA
Trainings
On-Demand Webinar: Introduction to Embankment Dams
Technical Seminar: Basic Soil Mechanics Related to Earth Dams
Citations:
Revision ID: 7266
Revision Date: 07/18/2023