36 research outputs found

    Halo Formation in Spheroidal Bunches with Self-Consistent Stationary Distributions

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    A new class of self-consistent 6-D phase space stationary distributions is constructed both analytically and numerically. The beam is then mismatched longitudinally and/or transversely, and we explore the beam stability and halo formation for the case of 3-D axisymmetric beam bunches using particle-in-cell simulations. We concentrate on beams with bunch length-to-width ratios varying from 1 to 5, which covers the typical range of the APT linac parameters. We find that the longitudinal halo forms first for comparable longitudinal and transverse mismatches. An interesting coupling phenomenon - a longitudinal or transverse halo is observed even for very small mismatches if the mismatch in the other plane is large - is discovered.Comment: 3 pages, 3 figures; presented at European Particle Accelerator Conference, Stockholm, Sweden (June 22-26, 1998

    Beam Loss Studies for Rare Isotope Driver Linacs Final Report

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    The Fortran 90 RIAPMTQ/IMPACT code package is a pair of linked beam-dynamics simulation codes that have been developed for end-to-end computer simulations of multiple-charge-state heavy-ion linacs for future exotic-beam facilities. These codes have multiple charge-state capability, and include space-charge forces. The simulations can extend from the low-energy beam-transport line after an ECR ion source to the end of the linac. The work has been performed by a collaboration including LANL, LBNL, ANL, and MSU. The code RIAPMTQ simulates the linac front-end beam dynamics including the LEBT, RFQ, and MEBT. The code IMPACT simulates the beam dynamics of the main superconducting linac. The codes have been benchmarked for rms beam properties against previously existing codes at ANL and MSU. The codes allow high-statistics runs on parallel supercomputing platforms, particularly at NERSC at LBNL, for studies of beam losses. The codes also run on desktop PC computers for low-statistics work. The code package is described in more detail in a recent publication [1] in the Proceedings of PAC07 (2007 US Particle Accelerator Conference). In this report we describe the main activities for the FY07 beam-loss studies project using this code package

    Fast-ferry generated waves in South-West Tallinn Bay

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    Waves generated by high-speed ferries sailing at near-critical speeds (depth Froude number ~1) may\ud substantially affect the coastal zone. As typical for large-amplitude waves in shallow water, waves from fast ferries frequently have a substantially nonlinear nature and are often able to seriously damage the coastal environment. We report wake characteristics of fast-ferries sailing in Tallinn Bay in June 2009. Waves were measured using an echosounder in the nearshore at Pikakari Beach at a depth of 2.7 m, 2.4 km from the sailing line. The record contains ~150 wake events for which primary wake parameters as the maximum wave height, wake energy and its flux were estimated. The shape of the highest vessel waves was analyzed in terms of cresttrough asymmetry. Maximum wave heights (up to 0.7 m) occurred exclusively for the longest waves with periods ~10 s. These waves are substantially nonlinear with wave crests exceeding wave troughs typically by a factor of 1.3. Incoming ferries generally excited smaller waves compared to a previous study of outgoing ferry\ud wakes in north-west Tallinn Bay. This apparently reflects the high spatial variability of wake waves along the\ud impacted coastal sections and is not an evidence of an overall decrease in the ship wave intensity

    Variability in the properties of wakes generated by high-speed ferries

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    The largest impact on the coast of waves generated by high-speed ferries is usually caused by the highest and longest components of transcritical wakes. Building reliable statistics of these parts of vessel-generated waves is usually nontrivial because of the high variability in the properties of wakes and their infrequent occurrence. Tallinn Bay is one of the few places where high-speed ferries frequently operate at transcritical speeds close to the shoreline. We report the results of measurements performed in 2008 at the entrance of Tallinn Bay. The time series of water surface elevations were collected in 2.5-3 in water depth, similar to 100 m offshore from an almost non-reflecting beach, similar to 2700 m from the sailing line. The data from 418 wakes on 15 days allows the construction of distribution functions of different wake properties (maximum height, wake energy,and energy flux) with an acceptable accuracy. The periods of the highest waves vary insignificantly and are closely related to the cruise speed of the vessels. An appropriate measure of the properties and variability of wakes is the maximum wave height. Wakes from `classic' high-speed ships are very variable. Wakes from large, basically conventional, but strongly powered ferries show quite limited variability, thus, both the average and extreme wake properties of such ships can be more easily adjusted by changing their sailing regime

    Shoaling and runup of long waves induced by high-speed ferries in Tallinn Bay

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    High-amplitude water waves induced by high-speed ferries arc regularly observed in Tallinn Bay, the Baltic Sea, where, during the high season, high-speed ferries service the Tallinn-Helsinki route up to 50 times per day. Long-wave runup is examined theoretically and experimentally, focusing on the dependence of runup height on the incident wave properties. Experimental data include measurements of wave parameters 100 m from the coast and measurements of wave runup on a beach. Data from 212 ship wake events in Tallinn Bay demonstrate that ship wakes in the nearshore have large heights (up to 1.6 m) and periods (10-15 s), whereas wind waves have typical heights of <0.5 m and periods of 3-6 s. The largest ship generated waves approaching the coast break\ud (plunging or spilling breaking) in the nearshore (with a typical breaking parameter Br > 13) and have only weak wave amplification at the beach. On average the runup height of ship wakes exceeds the wave height offshore at the depth of 2.7 m by a factor of 1.3, and this amplification factor decreases with an increase in wave amplitude. This effect is explained by wave breaking and dissipation in the turbulent bottom boundary layer. Estimates of the amplit1cation factor given in the framework of shallow water theory are in agreement with the observed data.\u
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