GE 301 - Evolution And Development
of Flood Control Engineering


Dry ephemeral channel in the central Mojave Desert, near Rock Springs in the Mid Hillsarea. 
This view is looking upstream at the rock-alluvium transition, as it appears duringmost of the year.
Note the child running for scale.



The same channel near Rock Springs during a flash flood event on June 16, 1969.
During high flows the channel bed is scoured significantly, such that 10-feet high
standing waves are developed.  Note the extreme turbidity of the runoff, which
decreases the effective weight of the suspended bedload as much as 90%. 
Both photos by Dennis Casebier of Mojave Desert Archives in Goffs, CA.

-Course Syllabus

-Flood Control Course Syllabus

-History of Flood Control in the United States

-Levees (Web Section Featuring New Orleans
Hurricane Katrina Disaster & Background)

-Site Characterization and Failure Modes in
the Paterno Flood Case

-Evolving Laws for Flood Damage Litigation

-What is a 100 Year Flood?

-1913 Dayton Flood

-Taking Engineering By Storm
(Excellent article in winter 2004 issue of The Bent, a publication of Tau Beta Pi on
the 1913 Dayton, OH flood and the stablishment of the Miami Conservancy District)

-Excerpt from Floods of December 1982 to May 1983
in the Central and Southern Mississippi River and
Gulf of Mexico Basins


Questions or comments on this page?
E-mail Dr. J David Rogers at rogersda@mst.edu.