Page 15 - jdrogers2017aa
P. 15

World Environmental and Water Resources Congress 2017                                                    393




                       After considering the 840 pages of testimony, the Coroner’s Jury concluded:
               “A sound policy of public safety and business and engineering judgment demands that the
               construction and operation of a great dam should never be left to the sole judgment of one man,
               no matter how eminent, without check by independent authority, for no one is free from error,
               and checking by independent experts will eliminate the effect of human error and insure safety.”

               REFERENCES

               Committee Report for the State (1928). Causes Leading to the Failure of the St. Francis Dam,
                       Sacramento: California State Printing Office, 77 p.
               Los Angeles County Coroner (1928). Transcript of Testimony and Verdict of the Coroner’s Jury
                       in the Inquest over Victims of the St. Francis Dam Disaster, Courtney Collection, Henry
                       E. Huntington Library, San Marino, 847 p.
               Mayberry, E.L, W.G. Clark, C.T. Leeds, A.E. Sedgwick, and L.Z. Johnson (1928). Report to Mr.
                       Asa Keyes, District Attorney, Los Angeles County, California on The Failure of the St.
                       Francis Dam, April 4, 1928, 23 p., 36 pl., 5 charts.
               Charles Morrison, Charles E., and Brodie, Orrin L. (1910). High Masonry Dam Design. John
                       Wiley & Sons, 103 p.
               Outland, Charles F. (1977). Man-Made Disaster: The Story of St. Francis Dam (Revised Ed.),
                       Arthur H. Clark Co., Glendale, 275 p.
               Rogers, J. David  (2007). The 1928 St. Francis Dam Failure and the 1995/2005  La Conchita
                       Landslides: The Emergence of Engineering  Geology  and  Its Continuing Role in
                       Protecting Society: in Guptill, P.D., Gonzalez, T., eds., 2007 Guidebooks for Field Trips,
                       Association of Environmental & Engineering  Geologists 50   Annual Meeting  (Los
                                                                                    th
                       Angeles), p 79-198.
               Rogers, J. David (2006). Lessons Learned from the St. Francis Dam Failure: GeoStrata 6:2, 14-
                       17.
               Rogers, J. David (1997). Man-Made Disaster at an Old  Landslide Dam Site: in A Day in the
                       Field with Thomas Dibblee and J. David Rogers, St. Francis Dam area, May 17, 1997:
                       Field Trip Guidebook, H.E. Ehrenspect and J.R. Powell, eds., Dibblee Geological
                       Foundation, Santa Barbara, p. 26-103.
               Rogers, J. David (1995). A Man, a dam, and a disaster: The St. Francis Dam Disaster Revisited,
                       D.B. Nunis, Jr., ed., Southern California Quarterly, 77(1-2), 1-109; and Ventura County
                       Historical Quarterly, 40(3-4), 1-109.
               Rogers,  J.  D.,  and  McMahon,  D.L.  (1993).  Reassessment  of  the  St.  Francis  Dam  Failure:
                       Proceedings 10th Annual Conf, Assn. State Dam Safety Officials, Kansas City, 333-339.
               Rogers, J. David (1992). Reassessment of the St. Francis Dam Failure, Engineering Geology
                       Practice in Southern California: ed B.W. Pipkin and R.J. Proctor; Association of
                       Engineering Geologists, Special Publication No. 4, pp. 639-666.
               Wegmann, Edward (1918). Design and Construction of Dams (6th Edition). John Wiley & Son,
                       740 p., 11 pl.
               Willis, Bailey (1928). Report on the Geology of the St. Francis Damsite, Los Angeles County,
                       California, Western Construction News, 3(June 25), 409-413.












                                           World Environmental and Water Resources Congress 2017
   10   11   12   13   14   15