My WebLink
|
Help
|
About
|
Sign Out
Search
DWR_2810011
DWR
>
Reference Library
>
2015
>
10
>
DWR_2810011
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/17/2018 2:29:16 PM
Creation date
10/27/2015 9:49:20 AM
Metadata
Fields
Template:
Reference Library
Title
AWSE: DAM SAFETY PROGRAM, IDF, SPILLWAY REQUIREMENTS AND PROPOSED RULE CHANGES
Author/Source
JACK BYERS, DEPUTY STATE ENGINEER
DIVISION OF WATER RESOURCES
Keywords
AWSE, DAM SAFETY, STORAGE, STATUTE, PROGRAM, INCIDENT, ACTIVITIES, SPILLWAY REQUIREMENTS, IDF, ELEVATION, CLIMATE, OVERTOPPING
Document Type - Reference Library
Presentations
Document Date
5/18/2005
Year
2005
Team/Office
Denver Office
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Download electronic document
View images
View plain text
Spillway Design RequirementsSpillway Design RequirementsA spillway is designed to pass the A spillway is designed to pass the ““inflow design inflow design floodflood””, a flood determined through state, a flood determined through state--ofof––thethe--art art techniques, Precipitation, runoff and infiltration and techniques, Precipitation, runoff and infiltration and flood storage such that the dam is not overtopped. flood storage such that the dam is not overtopped. overtopping and spillway failure account for 49% of overtopping and spillway failure account for 49% of all dam failures. all dam failures. (UNICIV 1998) (Piping accounts for 47% of all failures)(UNICIV 1998) (Piping accounts for 47% of all failures)The The ““inflow design floodinflow design flood””, IDF, used to determine the , IDF, used to determine the spillway capacity requirements, is often characterized spillway capacity requirements, is often characterized as a percentage of the probable maximum as a percentage of the probable maximum precipitation (PMP). However there are other methods precipitation (PMP). However there are other methods and analysis available for determining the IDF and and analysis available for determining the IDF and necessary spillway capacity.necessary spillway capacity.
The URL can be used to link to this page
Your browser does not support the video tag.