[1] Process-based models of hillslope evolution require transport equations relating sediment flux to its major controls. An equation for rain splash transport in the absence of overland flow was constructed by modifying an approach developed by Reeve (1982) and parameterizing it with measurements from single-drop laboratory experiments and simulated rainfall on a grassland in East Africa. The equation relates rain splash to hillslope gradient, the median raindrop diameter of a storm, and ground cover density; the effect of soil texture on detachability can be incorporated from other published results. The spatial and temporal applicability of such an equation for rain splash transport in the absence of overland flow on uncultivated hillslopes can be estimated from hydrological calculations. The predicted transport is lower than landscape-averaged geologic erosion rates from Kenya but is large enough to modify short, slowly eroding natural hillslopes as well as microtopographic interrill surfaces between which overland flow transports the mobilized sediment.
Models of Hillslope Evolution[2] Hillslope evolution under transport-limited conditions is usually modeled as the result of one-dimensional sediment transport, represented by the mass balance equationwhere @z/@t is the local rate of elevation change (m À1 a À1 ), x is horizontal distance, r b is the sediment bulk density (kg m À3 ), and Q s is the mass transport rate of sediment per unit width of hillslope (kg m À1 a À1 ). Much of the work using equation (1) has been concerned with possible forms of equations for Q s , and with the hillslope profiles such equations predict when subject to chosen boundary conditions [Culling, 1960;Hirano, 1969;Kirkby, 1971]. Ahnert [1976, 1987], Kirkby [1985Kirkby [ , 1989, and Willgoose et al. [1991] incorporated the mass balance equation into numerical simulations of landscape evolution for a range of processes and boundary conditions such as base-level control.[3] The theoretical work challenged geomorphologists to develop formulae relating sediment transport to its controls in order to quantify analyses of the geomorphic effects of climate, hydrology, vegetation, material properties, tectonism, and time. Field and laboratory measurements of the sediment transport processes responsible for landform evolution have accumulated more slowly than the theoretical developments. They are necessary for understanding actual magnitudes and rates of geomorphic change, the relative roles and interactions of various processes, and the influence of environmental factors on rates of landform change and sediment production. Yet Dietrich et al. [2003] concluded that geomorphology has made little progress in developing processbased sediment transport equations for modeling landform evolution.[4] Here we construct a transport equation for aerial rain splash, including particle creep along the surface, in the absence of overland flow. It is based on field experiments on grass-covered hillslopes in Kenya, laboratory experiments by us and o...