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SPONSORING/MONITORING AGENCY NAME(S) AND ADDRESS(ES)Office of the Chief of Engineers Washington, D.C. 20314-1000
SPONSOR / MONITOR'S ACRONYM(S)
SPONSOR / MONITOR'S REPORT NUMBER(S)
DISTRIBUTION /AVAILABILITY STATEMENTApproved for public release; distribution is unlimited.Available from NTIS, Springfield, Virginia 22161.
SUPPLEMENTARY NOTES
ABSTRACTHydraulic modeling of ice jams can be used to predict jam location, stages, thickness, and other characteristics. Knowledge of the range and variability of hydraulics and physical properties affecting ice jams is necessary to reduce the uncertainty associated with such modeling. This report provides an overview of the processes involved in ice jam hydraulics and discusses properties important in these processes. Abstract: Hydraulic modeling of ice jams can be used necessary to reduce the uncertainty associated with such to predictjam location, stages, thickness, and other char-modeling. This report provides an overview of the proacteristics. Knowledge of the range and variability of cesses involved in ice jam hydraulics and discusses hydraulics and physical properties affecting ice jams is properties important in these processes.
SUBJECT TERMS
Cover: March 1999 ice jam on the First Branch WhiteRiver, Tunbridge, Vermont.