Skip to main content

Fluid Transport in Plants

  • Chapter
  • First Online:
Mathematical Modelling in Plant Biology

Abstract

Fluid motion is of fundamental importance for plant survival, growth and development. This distribution of water and nutrients is achieved by hydraulics. Fluid flow also plays a key role in long-distance signalling, allowing plants to adapt to environmental challenges. Fluid dynamics thus maintains plant vitality and health. In this chapter we derive the basic governing equations for fluid motion from first principles and describe the pertinent boundary conditions. Pressure-driven flow in a tube is discussed as a conceptualised model of fluid transport in the plant’s vasculature system. We also discuss solute transport with particular reference to the individual roles played by convection and diffusion and the enhanced dispersive effect that can be achieved when these two effects work in unison.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Notes

  1. 1.

    In the definition of P, the term nn is a dyadic product. This can be thought of as a matrix so that in index notation nn is interpreted as the matrix with elements n i n j. Note that some authors write this product as n ⊗n.

  2. 2.

    This condition is required to avoid a coordinate singularity at r = 0 which would otherwise result in an unphysical, infinite velocity at the tube axis.

  3. 3.

    The O(𝜖 2) term in (2.21) may be interpreted to mean “terms of typical size 𝜖 2 and smaller”.

  4. 4.

    This has been demonstrated for elastic tubes by Flaherty et al. [5], who also calculated the buckled tube states.

  5. 5.

    This is required to avoid a singularity on the pipe axis. Compare with the calculation for Poiseuille flow in a circular tube in Sect. 2.3.1.1.

References

  1. Aris R (1956) On the dispersion of a solute in a fluid flowing through a tube. Proc Roy Soc Lond A 235:67–77

    Article  Google Scholar 

  2. Batchelor GK (1967) An introduction to fluid dynamics. Cambridge University Press, Cambridge

    Google Scholar 

  3. Choi WG, Hilleary R, Swanson SJ, Kim SH, Gilroy S (2016) Rapid, long-distance electrical and calcium signaling in plants. Annu Rev Plant Biol 67(1):043015–112130

    Article  Google Scholar 

  4. Evert RF (2006) Esau’s plant anatomy. Wiley, Hoboken

    Book  Google Scholar 

  5. Flaherty JE, Keller JB, Rubinow SI (1972) Post buckling behavior of elastic tubes and rings with opposite sides in contact. SIAM J Appl Math 23:446–455

    Article  Google Scholar 

  6. Goldstein H, Poole CP, Safko JL (2014) Classical mechanics. Pearson Higher Ed, Upper Saddle River

    Google Scholar 

  7. Hildebrand FB (1987) Introduction to numerical analysis. Courier Corporation, North Chelmsford

    Google Scholar 

  8. Hoffman JD (1992) Numerical methods for engineers and scientists. McGraw Hill, New York

    Google Scholar 

  9. Knoblauch M, Knoblauch J, Mullendore DL, Savage JA, Babst BA, Beecher SD, Dodgen AC, Jensen KH, Holbrook NM (2016) Testing the münch hypothesis of long distance phloem transport in plants. Elife 5:e15341

    Article  Google Scholar 

  10. Kramer PJ, Boyer JS (1995) Water relations of plants and soils. Academic Press, Cambridge (1995)

    Google Scholar 

  11. Langlois WE, Deville MO (2014) Slow viscous flow. Springer, Berlin (2014)

    Book  Google Scholar 

  12. Lauga E, Brenner M, Stone H (2007) Microfluidics: the no-slip boundary condition. In: Springer handbook of experimental fluid mechanics. Springer, Berlin, pp 1219–1240

    Chapter  Google Scholar 

  13. Moffatt HK (1964) Viscous and resistive eddies near a sharp corner. J Fluid Mech 18:1–18

    Article  Google Scholar 

  14. Navardi S, Bhattacharya S, Azese M (2016) Analytical expression for velocity profiles and flow resistance in channels with a general class of noncircular cross sections. J Eng Math 99:103–118

    Article  CAS  Google Scholar 

  15. Niklas KJ (1992) Plant biomechanics. University of Chicago Press, Chicago

    Google Scholar 

  16. Pozrikidis C (1987) Creeping flow in two-dimensional channels. J Fluid Mech 180:495–514

    Article  CAS  Google Scholar 

  17. Pozrikidis C (2002) A practical guide to boundary element methods with the software library BEMLIB. Chapman & Hall, London

    Book  Google Scholar 

  18. Roth A (1996) Water transport in xylem conduits with ring thickenings. Plant, Cell Environ. 19(5):622–629

    Article  Google Scholar 

  19. Schey HM (2005) Div, grad, curl, and all that. WW Norton, New York (2005)

    Google Scholar 

  20. Taylor GI (1953) Dispersion of soluble matter in solvent flowing slowly through a tube. Proc Roy Soc Lond A 219:186–203

    Article  CAS  Google Scholar 

  21. Tyree MT, Ewers FW (1991) The hydraulic architecture of trees and other woody plants. New Phytol 119:345–360

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to M. G. Blyth .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2018 Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Blyth, M.G., Morris, R.J. (2018). Fluid Transport in Plants. In: Morris, R. (eds) Mathematical Modelling in Plant Biology. Springer, Cham. https://doi.org/10.1007/978-3-319-99070-5_2

Download citation

Publish with us

Policies and ethics