Although culverts have traditionally been an economical means of conveying
stream flow at a road crossing, they can hinder fish and wildlife passage i
n the channel and on the floodplain and can create or augment localized cha
nnel instabilities. A possible solution to these problems is to use a multi
ple-cell arrangement, in which one or more culverts placed in the channel c
onvey all flows up to the dominant discharge and one or more culverts posit
ioned in the floodplain convey overbank flows up to the design discharge. T
his arrangement results in a reduction of flow concentration through the cu
lvert and a properly functioning floodplain, thereby improving fish and wil
dlife passage and reducing erosional problems. For this system to function
properly, a well-established and active floodplain is required; the multice
ll system will not perform adequately in an incised channel. In this paper,
a method to determine appropriate physical environments for multicell culv
ert systems, based on stream-channel stability and stage-of-channel evoluti
on, is presented.