Jump to page content Accessibility

Home News Features Project Profiles Magazine Info Events Jobs Buyers Guide White Papers Press Releases Company A - Z Dam Engineering Yearbook Digital Edition Subscribe Online

Table 2

1 January 2000

Print Email

Table 2: Load cases used for sliding stability analysis

	Case	Loads
Type	Scenario	Dam	Soil	Traffic	Silt	Water	Uplift	Ice	EQ
Usual	Normal operation	•	•	•	•	Normal pool	•
	Normal operation plus ice	•	•	•	•	Normal pool	•	•
Unusual	100 year flood	•	•	•	•	100 year flood	•
Extreme	Normal operation w/ peak ground acceleration (PGA)	•	•	•	•	Normal pool	•		•
	½ Probable maximum flood (PMF	•	•	•	•	½ PMF	•

Post to:

http://del.icio.us/post?url=http%3a%2f%2fwww.waterpowermagazine.com%2fnews%2fnewstable-2-10-2051458&title=Table+2

http://digg.com/submit?url=http%3a%2f%2fwww.waterpowermagazine.com%2fnews%2fnewstable-2-10-2051458&title=Table+2

http://reddit.com/submit?url=http%3a%2f%2fwww.waterpowermagazine.com%2fnews%2fnewstable-2-10-2051458&title=Table+2

http://www.stumbleupon.com/submit?url=http%3a%2f%2fwww.waterpowermagazine.com%2fnews%2fnewstable-2-10-2051458&title=Table+2

http://www.linkedin.com/shareArticle?mini=true&url=http%3a%2f%2fwww.waterpowermagazine.com%2fnews%2fnewstable-2-10-2051458&title=Table+2

International Water Power is a product of Progressive Media International. Registered office: 40-42 Hatton Garden, London, England, EC1N 8EB. � 2024, All Rights Reserved.

Privacy Policy

We have updated our privacy policy. In the latest update it explains what cookies are and how we use them on our site. To learn more about cookies and their benefits, please view our privacy policy. Please be aware that parts of this site will not function correctly if you disable cookies. By continuing to use this site, you consent to our use of cookies in accordance with our privacy policy unless you have disabled them.