| Embankment Dams - General Considerations |
![]() |
| The Corps of Engineers Engineering Manual (EM), "Earth and Rock-fill Dams, General Design and Construction Considerations," EM 1110-2-2300, 31 July 94, is an excellent reference for an overall view of the important aspects of dam design. Examples include: |
![]() |
| Types from Figures 2-1 & 2-2 of ...2300 |
| ...b. Elevation. In seismic zones 2, 3, and 4, as delineated in Figures A-1 through A-4 of ER 1110-2-1806, the elevation of the top of the dam should be the maximum determined by either maximum water surface plus conventional freeboard or flood control pool plus 3 percent of the height of the dam above streambed. This requirement applies regardless of the type of spillway. |
| The USBR (US Bureau of Reclamation) also has an excellent reference entitled "Design of Small Dams." Available only by purchase from the US GPO. |