Evolution of bed load grain size distribution with increasing flow strength and the effect of flow duration on the caliber of bed load sediment yieldin ephemeral gravel bed rivers
Dm. Powell et al., Evolution of bed load grain size distribution with increasing flow strength and the effect of flow duration on the caliber of bed load sediment yieldin ephemeral gravel bed rivers, WATER RES R, 37(5), 2001, pp. 1463-1474
The grain size distributions of bed load collected during flows that range
from the threshold of motion to near bankfull in Nahal Eshtemoa, a coarse-g
rained ephemeral stream of southern Israel, give an unequivocal quantificat
ion of the change from unequal to near-equal mobility of grains of all avai
lable sizes. This second threshold occurs at similar to4.5 times the shear
stress associated with initial motion (4.57 tau (C)). The level determined
in Eshtemoa is much higher than previously defined by laboratory flume stud
ies. The difference probably reflects the tighter packing and the greater i
nterlock of natural streambeds and carries implications for a number of iss
ues, including the modeling of sediment transport, especially in the contex
t of dryland reservoir sedimentation. The proportion of time that flow exce
eds 4.57 tau (C) determines the size distribution of cumulative bed load. U
sing a flow duration/sediment transport approach, in which fractional trans
port rates by grain size class are predicted with Parker's [1979] bed load
function, it can be shown that the size distribution of bed load coarsens a
s the flow duration curve of individual flash floods incorporates progressi
vely higher flows of variable duration. The method has utility because simp
le flood parameters such as peak discharge are imperfect predictors of sedi
ment flux, particularly in desert streams where the shape of the flood hydr
ograph varies considerably from event to event. It is also shown that over
a longer period (annual or decadal) the caliber of cumulative bed load depe
nds upon the spectrum of flows in incident floods. The 4-year hydrograph re
cord in Eshtemoa provides a model-derived bed load size distribution just f
iner than the unarmored bed material. The Eshtemoa data set can also be use
d to show clearly that water discharge in this type of ephemeral stream is
"effective" or "dominant" over a wide range of flow stage ranging from 0.4
to 1.1 times bankfull and that bankfull discharge is no more significant th
an a wide range of ether states of how in transporting bed load.