This paper presents the results of a movable-boundary, distorted, Froude-sc
aled hydraulic model based on Abiaca Creek, a sand-bedded channel in northe
rn Mississippi. The model was used to examine the geomorphic and hydraulic
impact of simplified large woody debris (LWD) elements. The theory of physi
cal scale models is discussed and the method used to construct the LWD test
channel is developed. The channel model had bed and banks moulded from 0.8
mm sand, and flow conditions were just below the threshold of motion so th
at any sediment transport and channel adjustment were the result of the deb
ris element. Dimensions and positions of LWD elements were determined using
a debris jam classification model. Elements were attached to a dynamometer
to measure element drag forces, and channel adjustment was determined thro
ugh detailed topographic surveys.
The fluid drag force on the elements decreased asymptotically over time as
the channel boundary eroded around the elements due to locally increased bo
undary shear stress. Total time for geomorphic adjustment computed for the
prototype channel at the Q(2) discharge (discharge occurring once every two
years on average) was as short as 45 hours. The size, depth and position o
f scour holes, bank erosion and bars created by flow acceleration past the
elements were found to be related to element length and position within the
channel cross-section. Morphologies created by each debris element in the
model channel were comparable with similar jams observed in the prototype c
hannel. Published in 2001 by John Wiley & Sons, Ltd.