Geology, Seismology, and Geotechnical Engineering

"A Method for Analyzing Effects of Dam Failures in

Design Studies," W.A. Thomas, Corps of Engineers Hydrologic

Engineering Center, Davis California (for presentation at the

ASCE Hydraulics Division Specialty Conference, Cornell Univer-

sity, August 1972).

BNWL-1718, "One-Dimensional Model of the Movement

The PERCOL

of Trace Radioactive Solutes Through Soil Columns:

Model," R.C. Routson and R.J. Serne, Battelle Pacific Northwest

Laboratories, Richland, Washington, 1972.

HEC-1, "Flood Hydrography Package," U.S. Army Corps

of Engineers Hydrologic Engineering Center, Davis, California,

October 1970.

723-62-L2450, "Gradually Varied Unsteady Flow Pro-

files," U.S. Army Corps of Engineers Hydrologic Engineering Cen-

ter, Davis, California, March 1969.

Misc. Paper No. 2-374, Report 2, "Floods Resulting

From Suddenly Breached Dams, Conditions of High Resistance," U.S.

Army Corps of Engineers, 1961.

Military Hydrology Bulletin No. 9, "F1ow Through a

Breached Dam," U.S. Army Corps of Engineers, 1957.

2.5

Criteria for geologic and seismic information; vibratory

ground motion; surface faulting; stability of subsurface

materials and foundations; stability of slopes, and for embank-

ments and dams are identified in this section.

2.5.1

Code of Federal Regulations

10 CFR 50, Appendix A, "General Design Criteria for

Nuclear Power Plants."

GDC 1, "Quality Standards and Records."

GDC 2,

"Design Bases for Protection Against

Natural Phenomena."

GDC 44, "Cooling Water."

10 CFR 100.10,

"Factors to be Considered When

10 CFR 100, Appendix A, "Seismic and Geologic

Siting Criteria for Nuclear Power Plants."

2-10