Multiport diffusers are linear structures consisting of many closely spaced nozzles which inject a series of high‐velocity jets into an ambient fluid. The discharge of heated water into the shallow coastal zone is considered herein as a typical practice for cooling water disposal from steam electric power generation. The flow and temperature fields, induced in the otherwise stagnant and homogeneous fluid layer, are analyzed by representing the diffuser as a line source of fluid momentum in a two‐dimensional coordinate system, thus neglecting the initial momentum transfer zone in which the three‐dimensional jets merge to produce a vertically fully mixed flow. A scaling argument which considers the effect of pressure deviations, turbulent bottom friction, and lateral turbulent diffusion shows that the flow field can be divided into the near field, of order of the diffuser length, and into the far field, at longer distances. The near field is characterized by a predominantly inviscid behavior and gives rise to a contracting slipstream motion, qualitatively similar to the slipstream produced by an airscrew. The shape of the slip streamline is found by mapping the complex potential of the flow into the log hodograph plane. The boundary conditions at the diffuser line are assumed to be a uniform normal velocity and a uniform longitudinal acceleration. The interior velocity and pressure distribution are determined through a finite difference solution using the known geometry of the slipstream. Results indicate a strong separation angle (60°) of the slipstream at the diffuser and a rapid approach to the asymptotic contraction value (½). An integral model is developed for the depth‐averaged temperature and velocity in the far field of the ‘diffuser plume’ (i.e., a localized current with elevated temperatures with weaker velocities and a uniform temperature outside). The model includes the effect of turbulent friction at the plume bottom, described by a quadratic friction law, and of lateral turbulent entrainment, described by the entrainment hypothesis of Morton et al. (1956). The far‐field model is combined with the inviscid near‐field solution, thus superimposing the real fluid effects onto the properties of the contracting slipstream. Two distinctive features characterize the diffuser plume. First, it experiences an exponential loss of fluid momentum through turbulent bottom friction which leads to an ultimate plume stagnation at a characteristic distance ƒ0LD/(16H), where ƒ0 is a quadratic friction coefficient, LD the diffuser length, and H the water depth, and also puts a limit on the total lateral entrainment flow. Second, the initial plume characteristics, and thus its rate of entrainment, are controlled by the accelerating high‐velocity slipstream in the vicinity of the line source. Experiments in a shallow laboratory basin corroborate the theoretical results, both as regards the qualitative features of the contracting slipstream and the quantitative observations of induced velocities and flow rates.
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