A dynamical transition separating intermittent and continuous flow is observed in a sandpile model, with scaling functions relating the transport behaviors between both regimes. The width of the active zone diverges with system size in the avalanche regime but becomes very narrow for continuous flow. The change of the mean slope, ∆z, on increasing the driving rate, r, obeys ∆z ∼ r 1/θ . It has nontrivial scaling behavior in the continuous flow phase with an exponent θ given, paradoxically, only in terms of exponents characterizing the avalanches θ = (1 + z − D)/(3 − D).PACS numbers: 64.60. Ht, 45.70.Ht, 05.65.+b Granular systems can exhibit continuous flow or intermittent avalanches depending on the driving rate. Experiments on rice piles have demonstrated that when grains are slowly added, transport of grains through the pile takes place in terms of avalanches of all sizes [1]; these rice piles exhibit self-organized criticality (SOC) [2]. Additional experiments have established that the transport process is dispersive, in the sense that the transit times of grains through the pile are broadly distributed [3]. A simple one dimensional "Oslo" model was proposed to mimic these experiments, and numerical simulations showed that the model exhibits SOC with dispersive transport [3]. This model was subsequently shown to represent a large universality class of avalanche phenomena including interface depinning, a slip-stick model for earthquakes [4], and maybe other sandpile models [5].Although it is known that SOC can be reached only if the driving rate is very low, very little is known about the transition out of SOC as the driving rate is increased. In particular, for a given system size, there will be some driving rate at which the motion in the system never stops and the avalanches become infinite, signaling a new type of behavior which may or may not be related to the avalanche regime. Previously, Tang and Bak [6] measured the increase in average height in the BTW sandpile model [2] as the driving rate was increased. They found a power law behavior (at high rates) for the average height vs. driving rate, but did not study the system at low rates (see in addition Ref. [7]). Here we show, using the Oslo model, that there is an abrupt change in transport behaviors distinguishing two regimes, an avalanche regime and a continuous flow phase, with a different critical exponent θ for each one. This change is associated with a pronounced contraction in the width of the active zone of transport. We utilize the active zone behavior to relate the scaling coefficients in the continuous flow phase to the exponents characterizing the avalanches in the SOC state.The Oslo model is defined as follows: In a one dimensional system of size L, an integer variable h(x) gives the height of the pile at position x, and z(x) = h(x)−h(x+1) is the local slope. Grains are dropped at x = 1 with the opposite boundary open, i.e., h(L+1) ≡ 0. At each time step, all sites are tested for stability. Each unstable site x with z(x) > z c (x) toppl...