Hydraulic Design of Spillways (EM 1110-2-1603): Difference between revisions
(Created page with "{{References Template |author= <!-- Add author/publisher below--> United States Army Corps of Engineers |date= <!-- Add publication year --> 1992 |picture= <!--create a file below in format File:example.png, then add picture to that file--> File:EM 1110-2-1603.jpg |link= <!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--> https://3.238.206.13/images/3/33/EM_1110-2-1603.pdf |abstract= <!--...") |
No edit summary |
||
| (One intermediate revision by one other user not shown) | |||
| Line 15: | Line 15: | ||
|link= | |link= | ||
<!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--> | <!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--> | ||
https:// | https://damtoolbox.org/images/3/33/EM_1110-2-1603.pdf | ||
|abstract= | |abstract= | ||
Latest revision as of 23:29, 16 December 2022
United States Army Corps of Engineers, 1992
This manual provides guidance for the hydraulic design of spillways for flood control or multipurpose dams.
This manual applies to all Headquarter US Army Corps of) elements and all field operating activities (FDA)having responsibility for the design of Civil Work projects.
Procedures recommended herein are considered appropriate for design of features which are usable under most field conditions encountered in Corps of Engineers projects. Basic theory is present& as required to clarify presentation and where the state of the art, as found in standard textbooks, is limited. In the design guidance, where possible, both laboratory and prototype experimental test results have been correlated with current theory.
Revision ID: 5920
Revision Date: 12/16/2022