Presented here are detailed descriptions of ice-jam processes at river-chan
nel confluences. The descriptions are based on observations obtained from a
small-scale hydraulic model of variable geometry and on field observations
interpreted from published and unpublished accounts of ice jams in the vic
inity of confluences. It was found that. in addition to three straightforwa
rd jamming processes, several relatively complex processes may lead to ice
jams in channel confluences: (1) the merging of ice runs; (2) hydrodynamic
pressure from a confluent flow impacting an ice run from the second conflue
nt channel: (3) ice congestion at a confluence bar: and (4) ice grounding o
n confluence deltaic bars. The presence of a confluence bar, for example, i
s a significant factor triggering ice jams at the confluence of the Mississ
ippi and Missouri Rivers. Tentative formulations of the three jam processes
art: proposed. The following three straightforward processes cause ice jam
s at river confluences: (1) a stationary ice cover exists immediately downs
tream of a confluence: (2) large ice pieces arch in the confluence; and (3)
channel now below the confluence is sluggish (e.g., the special case of fl
ow entering a reservoir or lake).