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PreprintCC BY 4.0arXiv

Transverse transport of microswimmers in oscillatory channel flows

Abstract

Motile microorganisms inhabit oscillatory flows encountered in physiological and engineering systems, yet the influence of flow unsteadiness on their shear-induced preferential concentration remains less understood. We investigate transverse transport of elongated microswimmers in oscillatory pressure-driven channel flow using complementary Langevin simulations and two- and one-dimensional Fokker-Planck models. Agreement between particle-based and continuum descriptions across governing parameters establishes the fidelity of the Fokker-Planck formulation for swimmer transport in oscillatory shear flows. Our analysis demonstrates that oscillatory forcing fundamentally modifies classical steady-flow shear-trapping. We find that increasing Womersley number Wo reduces centerline depletion by confining oscillatory shear to thinner near-wall regions. In contrast, increasing frequency ratio β, of swimmer rotational diffusion rate and flow oscillation frequency, promotes sustained orientational anisotropy, and leads to a saturating increase in centerline depletion. In the weak-swimming limit, we derive a hierarchy of coupled orientational moments, enabling analytical solutions at arbitrary temporal harmonic order. The asymptotic solutions establish a universal transfer law showing that, for a given swimmer shape, the normalized leading-order orientational response depends solely on β. Reconstruction of the orientational distribution yields closed-form expressions for the swimmer concentration profile and depletion index, ID. Our asymptotic solution recovers the steady-flow weak-shear scaling of ID with flow Peclet number, Pef, of ID ∝ Pef2, and reveals that oscillatory forcing attenuates this response by a factor 16β2/(1+16β2). These results provide a theoretical framework to predict transverse transport of microswimmers in oscillatory channel flows.

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BibTeX
@misc{ram2026transverse,
  title = {{Transverse transport of microswimmers in oscillatory channel flows}},
  author = {Raghav Ram and Ashwin Ramachandran},
  howpublished = {arXiv},
  year = {2026},
  month = sep,
  doi = {10.48550/arxiv.2609.06393},
  eprint = {2609.06393},
  archivePrefix = {arXiv},
  url = {https://arxiv.org/abs/2609.06393},
  note = {CC BY 4.0},
}
RIS
TY  - UNPB
TI  - Transverse transport of microswimmers in oscillatory channel flows
AU  - Raghav Ram
AU  - Ashwin Ramachandran
PY  - 2026
DA  - 2026/09/06
PB  - arXiv
DO  - 10.48550/arxiv.2609.06393
UR  - https://arxiv.org/abs/2609.06393
AB  - Motile microorganisms inhabit oscillatory flows encountered in physiological and engineering systems, yet the influence of flow unsteadiness on their shear-induced preferential concentration remains less understood. We investigate transverse transport of elongated microswimmers in oscillatory pressure-driven channel flow using complementary Langevin simulations and two- and one-dimensional Fokker-Planck models. Agreement between particle-based and continuum descriptions across governing parameters establishes the fidelity of the Fokker-Planck formulation for swimmer transport in oscillatory shear flows. Our analysis demonstrates that oscillatory forcing fundamentally modifies classical steady-flow shear-trapping. We find that increasing Womersley number Wo reduces centerline depletion by confining oscillatory shear to thinner near-wall regions. In contrast, increasing frequency ratio β, of swimmer rotational diffusion rate and flow oscillation frequency, promotes sustained orientational anisotropy, and leads to a saturating increase in centerline depletion. In the weak-swimming limit, we derive a hierarchy of coupled orientational moments, enabling analytical solutions at arbitrary temporal harmonic order. The asymptotic solutions establish a universal transfer law showing that, for a given swimmer shape, the normalized leading-order orientational response depends solely on β. Reconstruction of the orientational distribution yields closed-form expressions for the swimmer concentration profile and depletion index, I_D. Our asymptotic solution recovers the steady-flow weak-shear scaling of I_D with flow Peclet number, Pe_f, of I_D ∝ Pe_f^2, and reveals that oscillatory forcing attenuates this response by a factor 16β^2/(1+16β^2). These results provide a theoretical framework to predict transverse transport of microswimmers in oscillatory channel flows.
ER  -