Dam and Reservoir Design

An engineering design must be created before a reservoir and dam can be constructed. The design will take into account information provided by hydrologists, geologists and surveyors on how the water and surrounding land will behave and change once a reservoir and dam are built. It should be noted that a berm and a dam are two completely different structures . 

There are four types of dams: embankment, arch, gravity and buttress.

What is a berm?

A berm is a man-made sediment barrier placed at the edge of a slope or a wall built adjacent to a ditch to guard against potential flooding.

Berms are placed in flood-prone areas to protect against erosion, run-off and high water. Berms typically are made of compost, mulch or gravel materials because their density enables them to slow down and retain floodwaters. 

Click here for more information on berms.

Embankment

Dam Type Characteristics
Embankment
  • Primarily made of soil or rock that is found locally.
  • Erosion is a major concern for these dams; continuous maintenance (such as vegetation control) is required.
  • A cross section will look like a bank or a hill.
  • Most have a central section made of impermeable material to stop water from passing through.
  • Embankment dams can be either “earthfill” or “rockfill”.
  • Earthfill dams are the least expensive type of dam to build, are made of clay and compacted earth, and are relatively small and easily eroded.
  • Rockfill dams are constructed from materials from the reservoir site and work well in cold or rainy conditions.
Photograph of an embankment dam

Embankment dam” by CameliaTWU is licenced under CC BY 2.0. No changes were made to photograph.

Arch Dam

Dam Type  Characteristics 
  Arch
  •  Made from concrete with steel support.
  • Used for on-stream storage where water will flow over the top of the dam. 
  • Resilient to erosion.
  • Consequences of over-topping (when water runs over the top of the dam) can be potentially catastrophic depending on design. 
  • Arch dams are supported by abutments, anchors and a solid geological foundation.
  • Arch dams are used in narrow valleys with solid rock foundations. Typically arch dams are very tall. 

Gravity Dam

  Characteristics 
  Gravity
  •  Made from concrete with steel support.
  • Used for on-stream storage where water will flow over the top of the dam.
  • Resilient to erosion.
  • Consequences of over-topping (when water runs over the top of the dam) can be potentially catastrophic depending on design. 
  • Gravity dams are supported by abutments, anchors and a solid geological foundation.
  • Gravity dams are very large. Most gravity dams constructed since 1980 used a specific method of building. These dams are called Roller Compacted Concrete dams (RCC dams) because the dam is built in thin layers and a roller compacts the concrete after each layer is added. 
  • A cross section of a gravity dam will look triangular.
Photograph of a gravity dam and reservoir
Photo by Tejj on Unsplash

Buttress Dam

Dam Type  Characteristics 
  Buttress
  • Made from concrete.
  • Must be constructed on sound rock.
  • Buttress dams are supported by triangular shaped walls (“buttresses”).

Sources

[1] HydroCoop. (2013). Dam design and construction, reservoirs and balancing lakes. Retrieved from: http://www.hydrocoop.org/dam-design-construction-reservoirs-balancing-lakes/

[2] The British Dam Society. Dams and Reservoirs. Retrieved from http://www.britishdams.org/student_zone/documents/BDS_Fact%20Sheets_version_low%20Res_Web.pdf

Photograph of WaterPortal Board Member Ross Douglas

Ross Douglas

Board Member

Ross has extensive executive experience in Operations, Governance, Information Technology and Strategy at the board and senior management level including Mancal Corporation, Mancal Energy, Highridge Exploration and Atlantis Resources. He has worked in Oil and Gas, Coal, Commercial Real Estate, Portfolio Management, Recreation, Retail and Water and Wastewater Treatment. His experience is also geographically diverse having overseen operations in Canada, the United States, United Kingdom and Northern Ireland. Additionally, he has been on the board of companies with operations in Argentina, Azerbaijan, Barbados, Kazakhstan, and Russia. He has served on numerous Public, Private and Not for Profit Boards across a number of industries.

Ross has been active on several industry Boards and committees including the Canadian Association of Petroleum Producers (CAPP) and The Schulich School of Engineering Industry Advisory Council at the Schulich School of Engineering.

Photograph of WaterPortal Board Member Brian Mergelas

Brian Mergelas, PhD, ICD.D

Board Member

Brian is a seasoned Cleantech entrepreneur with a proven history of successfully bringing complex water technologies to the market.   With over 25 years of experience, he has led various organizations to achieve significant milestones in the industry. 

Having started as the founding CEO of the Pressure Pipe Inspection Company (PPIC) and later taking the helm at the Water Technology Acceleration Project (WaterTAP), Brian’s entrepreneurial spirit has been instrumental in driving innovation and growth within the sector. 

He is an active investor in the cleantech sector and has served on many boards including the Ontario Clean Water Agency. 

Actively engaged in industry associations like AWWA, WEF, IWA, and ASCE, Brian enjoys collaborating with fellow professionals to promote advancements in the field. 

Brian holds an undergraduate degree and a PhD in Physics from Queen’s University, which has provided him with a solid technical foundation.   As a member of the Institute of Corporate Directors, he brings valuable insights to corporate governance.