The headwaters of many rivers are characterized by gullies and incised stre
ams that generate significant volumes of sediment and degrade downstream wa
ter quality. These systems are characterized by harsh climates, ephemeral f
lows that do not reach bank top, and bare cohesive banks of clay and weathe
red bedrock. We investigated the rates and processes of bank erosion in an
incised canal that has such characteristics. Detailed measurements of bank
position were made over two years with a purpose-built groundprofiler and p
hoto-electronic erosion pins (PEEPs). Stage height and turbidity were also
monitored. The bare banks eroded at 13 +/- 2 mm a(-1). Erosion is controlle
d by subaerial processes that loosen bank material. Observations show that
needle-ice growth is important in winter and desiccation of clays predomina
tes in summer. Flows are unable to erode firm cohesive clays from the banks
, and erosion is generally limited by the availability of loosened material
. This produces strong hysteresis in turbidity during events. Peak turbidit
y is related to the number of days with low flow between events, and not pe
ak stage. Rehabilitation with a moderate cover of grass is able to prevent
bank erosion by limiting the subaerial erosion processes. Projections of cu
rrent erosion suggest that without vegetation cover the banks are unlikely
to stabilize for many years. Copyright (C) 2000 John Wiley & Sons, Ltd.