A number of predictive bed-load sediment transport equations are rated
against a unique set of field data collected by automatic slot sample
rs during flash floods in a desert wadi. The Meyer-Peter and Muller eq
uation is shown to perform well, providing a median ratio of calculate
d to observed (C/O) bed-load flux of 1.18. The Bagnold equation is sho
wn to underpredict considerably, with a median C/O of 0.44. The Parker
equation performs better, though it still underpredicts with a median
C/O of 0.78. The apparent success of the Meyer-Peter and Muller formu
la is attributed to the ready supply of sediment to the channel system
in desert and semidesert environments. This ensures that the channel
bed remains unarmored, in contrast to supply-limited, armored, perenni
al rivers of humid zones. It also ensures that bed-load flux responds
to changing hydraulic conditions in a comparatively simple fashion.