Skip to main content
Engineering LibreTexts

Publications

  • Page ID
    32692
  • \( \newcommand{\vecs}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \( \newcommand{\vecd}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash {#1}}} \)

    \( \newcommand{\id}{\mathrm{id}}\) \( \newcommand{\Span}{\mathrm{span}}\)

    ( \newcommand{\kernel}{\mathrm{null}\,}\) \( \newcommand{\range}{\mathrm{range}\,}\)

    \( \newcommand{\RealPart}{\mathrm{Re}}\) \( \newcommand{\ImaginaryPart}{\mathrm{Im}}\)

    \( \newcommand{\Argument}{\mathrm{Arg}}\) \( \newcommand{\norm}[1]{\| #1 \|}\)

    \( \newcommand{\inner}[2]{\langle #1, #2 \rangle}\)

    \( \newcommand{\Span}{\mathrm{span}}\)

    \( \newcommand{\id}{\mathrm{id}}\)

    \( \newcommand{\Span}{\mathrm{span}}\)

    \( \newcommand{\kernel}{\mathrm{null}\,}\)

    \( \newcommand{\range}{\mathrm{range}\,}\)

    \( \newcommand{\RealPart}{\mathrm{Re}}\)

    \( \newcommand{\ImaginaryPart}{\mathrm{Im}}\)

    \( \newcommand{\Argument}{\mathrm{Arg}}\)

    \( \newcommand{\norm}[1]{\| #1 \|}\)

    \( \newcommand{\inner}[2]{\langle #1, #2 \rangle}\)

    \( \newcommand{\Span}{\mathrm{span}}\) \( \newcommand{\AA}{\unicode[.8,0]{x212B}}\)

    \( \newcommand{\vectorA}[1]{\vec{#1}}      % arrow\)

    \( \newcommand{\vectorAt}[1]{\vec{\text{#1}}}      % arrow\)

    \( \newcommand{\vectorB}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \( \newcommand{\vectorC}[1]{\textbf{#1}} \)

    \( \newcommand{\vectorD}[1]{\overrightarrow{#1}} \)

    \( \newcommand{\vectorDt}[1]{\overrightarrow{\text{#1}}} \)

    \( \newcommand{\vectE}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash{\mathbf {#1}}}} \)

    \( \newcommand{\vecs}[1]{\overset { \scriptstyle \rightharpoonup} {\mathbf{#1}} } \)

    \( \newcommand{\vecd}[1]{\overset{-\!-\!\rightharpoonup}{\vphantom{a}\smash {#1}}} \)

    \(\newcommand{\avec}{\mathbf a}\) \(\newcommand{\bvec}{\mathbf b}\) \(\newcommand{\cvec}{\mathbf c}\) \(\newcommand{\dvec}{\mathbf d}\) \(\newcommand{\dtil}{\widetilde{\mathbf d}}\) \(\newcommand{\evec}{\mathbf e}\) \(\newcommand{\fvec}{\mathbf f}\) \(\newcommand{\nvec}{\mathbf n}\) \(\newcommand{\pvec}{\mathbf p}\) \(\newcommand{\qvec}{\mathbf q}\) \(\newcommand{\svec}{\mathbf s}\) \(\newcommand{\tvec}{\mathbf t}\) \(\newcommand{\uvec}{\mathbf u}\) \(\newcommand{\vvec}{\mathbf v}\) \(\newcommand{\wvec}{\mathbf w}\) \(\newcommand{\xvec}{\mathbf x}\) \(\newcommand{\yvec}{\mathbf y}\) \(\newcommand{\zvec}{\mathbf z}\) \(\newcommand{\rvec}{\mathbf r}\) \(\newcommand{\mvec}{\mathbf m}\) \(\newcommand{\zerovec}{\mathbf 0}\) \(\newcommand{\onevec}{\mathbf 1}\) \(\newcommand{\real}{\mathbb R}\) \(\newcommand{\twovec}[2]{\left[\begin{array}{r}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\ctwovec}[2]{\left[\begin{array}{c}#1 \\ #2 \end{array}\right]}\) \(\newcommand{\threevec}[3]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\cthreevec}[3]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \end{array}\right]}\) \(\newcommand{\fourvec}[4]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\cfourvec}[4]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \end{array}\right]}\) \(\newcommand{\fivevec}[5]{\left[\begin{array}{r}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\cfivevec}[5]{\left[\begin{array}{c}#1 \\ #2 \\ #3 \\ #4 \\ #5 \\ \end{array}\right]}\) \(\newcommand{\mattwo}[4]{\left[\begin{array}{rr}#1 \amp #2 \\ #3 \amp #4 \\ \end{array}\right]}\) \(\newcommand{\laspan}[1]{\text{Span}\{#1\}}\) \(\newcommand{\bcal}{\cal B}\) \(\newcommand{\ccal}{\cal C}\) \(\newcommand{\scal}{\cal S}\) \(\newcommand{\wcal}{\cal W}\) \(\newcommand{\ecal}{\cal E}\) \(\newcommand{\coords}[2]{\left\{#1\right\}_{#2}}\) \(\newcommand{\gray}[1]{\color{gray}{#1}}\) \(\newcommand{\lgray}[1]{\color{lightgray}{#1}}\) \(\newcommand{\rank}{\operatorname{rank}}\) \(\newcommand{\row}{\text{Row}}\) \(\newcommand{\col}{\text{Col}}\) \(\renewcommand{\row}{\text{Row}}\) \(\newcommand{\nul}{\text{Nul}}\) \(\newcommand{\var}{\text{Var}}\) \(\newcommand{\corr}{\text{corr}}\) \(\newcommand{\len}[1]{\left|#1\right|}\) \(\newcommand{\bbar}{\overline{\bvec}}\) \(\newcommand{\bhat}{\widehat{\bvec}}\) \(\newcommand{\bperp}{\bvec^\perp}\) \(\newcommand{\xhat}{\widehat{\xvec}}\) \(\newcommand{\vhat}{\widehat{\vvec}}\) \(\newcommand{\uhat}{\widehat{\uvec}}\) \(\newcommand{\what}{\widehat{\wvec}}\) \(\newcommand{\Sighat}{\widehat{\Sigma}}\) \(\newcommand{\lt}{<}\) \(\newcommand{\gt}{>}\) \(\newcommand{\amp}{&}\) \(\definecolor{fillinmathshade}{gray}{0.9}\)

    This book is based on the following publications of the authors (green conference paper, blue journal paper):

    1. Riet, E. van, Matousek, V. & Miedema, S.A., "A Reconstruction of and Sensitivity Analysis on the Wilson Model for Hydraulic Particle Transport". Proc. 8th Int. Conf. on Transport and Sedimentation of Solid Particles, 24-26 January 1995, Prague, Czech Republic.
    2. Riet, E.J. van, Matousek, V. & Miedema, S.A., "A Theoretical Description and Numerical Sensitivity Analysis on Wilson's Model for Hydraulic Transport in Pipelines". Journal of Hydrology & Hydromechanics, Slovak Ac. of Science, Bratislava. Spring 1996.
    3. Miedema, S.A., "Modeling and Simulation of the Dynamic Behavior of a Pump/Pipeline System". 17th Annual Meeting & Technical Conference of the Western Dredging Association. New Orleans, June 1996.
    4. Miedema, S.A., "A Numerical Method of Calculating the Dynamic Behaviour of Hydraulic Transport". 21st Annual Meeting & Technical Conference of the Western Dredging Association, June 2001, Houston, USA 2001.
    5. Miedema, S.A., & Riet, E.J. van, & Matousek, V., "Theoretical Description And Numerical Sensitivity Analysis On Wilson Model For Hydraulic Transport Of Solids In Pipelines ". WEDA Journal of Dredging Engineering, March 2002.
    6. Ma, Y., Vlasblom, W.J., Miedema, S.A., Matousek, V., "Measurement of Density and Velocity in Hydraulic Transport using Tomography". Dredging Days 2002, Dredging without boundaries, Casablanca, Morocco, V64-V73, 22-24 October 2002.
    7. Ma, Y., Miedema, S.A., Vlasblom, W.J., "Theoretical Simulation of the Measurements Process of Electrical Impedance Tomography". Asian Simulation Conference/5th International Conference on System Simulation and Scientific Computing, Shanghai, 3-6 November 2002, p. 261-265, ISBN 7-5062-5571-5/TP.75.
    8. Ma, Y., Miedema, S.A., Matousek, V., Vlasblom, W.J., "Tomography as a Measurement Method for Density and Velocity Distributions". 23rd WEDA Technical Conference & 35th TAMU Dredging Seminar, Chicago, USA, June 2003.
    9. Miedema, S.A., Lu, Z., Matousek, V., "Numerical Simulation of a Development of a Density Wave in a Long Slurry Pipeline". 23rd WEDA Technical Conference & 35th TAMU Dredging Seminar, Chicago, USA, June 2003.
    10. Miedema, S.A., Lu, Z., Matousek, V., "Numerical simulation of the development of density waves in a long pipeline and the dynamic system behavior". Terra et Aqua, No. 93, p. 11-23. December 2003.
    11. Miedema, S.A., "An Analytical Method To Determine Scour". WEDA XXVIII & Texas A&M 39. St. Louis, USA, June 8-11, 2008.
    12. Ramsdell,R.C.,Miedema,S.A.,“Hydraulictransportofsand/shellmixtures”.WODCONXIX,BeijingChina, September 2010.
    13. Miedema,S.A.,“ConstructingtheShieldscurve,anewtheoreticalapproachanditsapplications”.WODCON XIX, Beijing China, September 2010.
    14. Miedema, S.A., “The effect of the bed rise velocity on the sedimentation process in hopper dredges”. WODCON XIX, Beijing China, September 2010.
    15. Miedema, S.A. & R.C. Ramsdell, "Hydraulic transport of sand/shell mixtures in relation with the critical velocity". Terra et Aqua 122, March 2011, IADC, The Hague, The Netherlands.
    16. Ramsdell, R.C. & Miedema, S.A., "Hydraulic transport of sand/shell mixtures". OMAE 2011 ASME, June 19-24, Rotterdam, The Netherlands.
    17. Miedema, S.A., “Constructing the Shields curve”. OMAE 2011 ASME, June 19-24, Rotterdam, The Netherlands.
    18. Miedema, S.A., "Constructing the Shields Curve Part A: Fundamentals of the Sliding, Rolling and Lifting Mechanisms for the Entrainment of Particles". Journal Of Dredging Engineering, Vol. 12, No. 1., 2012, www.westerndredging.org.
    19. Miedema,S.A.,"ConstructingtheShieldsCurvePartB:SensitivityAnalysis,ExposureandProtrusionLevels, Settling Velocity, Shear Stress and Friction Velocity, Erosion Flux and Laminar Main Flow". Journal of Dredging Engineering, Vol. 12, No. 1., 2012, www.westerndredging.org.
    20. Ramsdell,R.C.&Miedema,S.A.,“AnOverviewofFlowRegimesDescribingSlurryTransport”.WODCON XX, Brussels, Belgium, June 2013.
    21. Miedema, S.A. & Ramsdell, R.C., “A Head Loss Model for Slurry Transport Based on Energy Considerations”. WODCON XX, Brussels, Belgium, June 2013.
    22. Miedema, S.A., “Constructing the Shields Curve, Part C: Cohesion by Silt”. WODCON XX, Brussels, Belgium, June 2013.
    23. MiedemaS.A.,“AnOverviewofTheoriesDescribingHeadLossesinSlurryTransport,ATributetoSomeof the Early Researchers”. OMAE 2013, Nantes, France, June 2013.
    24. Miedema, S.A., “Constructing the Shields Curve, Part C: Cohesion by Silt, Hjulstrom, Sundborg”. OMAE 2013, Nantes, France, June 2013.
    25. Miedema, S.A., “An Overview of Theories Describing Head Losses in Slurry Transport, A Tribute to Some of the Early Researchers”. Journal of Dredging Engineering, Vol. 14, No. 1, 2014.
    26. Miedema,S.A.,“AnAnalysisofSlurryTransportatLowLineSpeeds”.ASME-OMAE2014,SanFrancisco, USA, June 2014.
    27. Miedema, S.A., Ramsdell, R.C., “An Analysis of the Hydrostatic Approach of Wilson for the Friction of a Sliding Bed”. WEDA 34/TAMU 45, Toronto, Canada, June 2014.
    28. Miedema, S.A. & Matousek V., “An explicit formulation for the Darcy-Weisbach friction factor of sheet flow”. 15th International Freight Pipeline Society Symposium 2014. 24-26 June 2014, Prague, Czech Republic.
    29. Miedema,S.A.,&Ramsdell,R.C.,“TheDelftHeadLoss&LimitDepositVelocityModel”.19thInternational Conference on HydroTransport. Denver, Colorado, USA, 24-26 September 2014.
    30. Miedema, S.A., “Slurry Transport, an Analytical Approach to Explain the Fuhrboter Equation”. Maritime Engineering Journal, Vol. 167, Issue 2, 2014, Special Dredging Issue.
    31. Miedema, S.A., “A Head Loss Model for Homogeneous Slurry Transport”. Journal of Hydrology & Hydromechanics, Vol. 63(1), 2015.
    32. Miedema, S.A., ” Head Loss Model for Slurry Transport in the Heterogeneous Regime”. Ocean Engineering Vol. 106, pp. 360-370, September 2015.
    33. Miedema, S.A. & Ramsdell, R.C., “The Limit Deposit Velocity, a New Approach”. Journal of Hydrology & Hydromechanics, Vol. 63(4), 2015.
    34. Miedema, S.A., “The Slip Ratio or Holdup Function in Slurry Transport". Dredging Summit & Expo, Houston, USA, June 2015. WEDA/TAMU.
    35. Ramsdell, R.C., & Miedema, S.A., “The Delft Head Loss & Limit Deposit Velocity Model”. Dredging 2015, SavannaH, Georgia, USA. Pianc USA, Copri ASCE.
    36. Miedema, S.A. “A Method to compare slurry transport models”. 17th International Conference: Transport & Sedimentation of Solid Particles. September 22-25, 2015, Delft, The Netherlands.
    37. Miedema, S.A. & Ramsdell, R.C., “The Delft Head Loss & Limit Deposit Velocity Framework”. Journal of Dredging Engineering. Volume 15, Issue 2 (June 2016).
    38. Miedema, S.A. & Ramsdell, R.C., “A comparison of different slurry transport models”. WODCON XXI, Miami, USA, June 2016.
    39. Ramsdell, R.C. & Miedema, S.A., “DHLLDV – Open Source Software for Slurry Transport”. WODCON XXI, Miami, USA, June 2016.
    40. Miedema,S.A.,“Theheterogeneoustohomogeneoustransitionforslurryflowinpipes”.OceanEngineering, Vol. 123, pp. 422-431. September 2016.
    41. Miedema, S.A., “A comparison of graded PSD methods in slurry transport”. 20th International Conference on Hydrotransport. Melbourne, Australia. May 2017.
    42. Miedema, S.A., “Slurry transport of very large particles at high line speeds”. 20th International Conference on Hydrotransport. Melbourne, Australia. May 2017.
    43. Miedema, S.A. & Ramsdell, R.C., “A head loss & limit deposit velocity framework”. Journal of Marine & Environmental EngineeringVol. 10(1), pp. 45-69, June 2017.
    44. Miedema, S.A., “A new approach to determine the concentration distribution in slurry transport”. Dredging Summit & Expo, Vancouver, Canada, June 2017.
    45. Miedema, S.A., “Slurry transport in inclined pipes”. Dredging Summit & Expo, Vancouver, Canada, June 2017.
    46. Miedema,S.A.,“The influence of local hindered settling on the concentration distribution in slurry transport”. 18th International Conference: Transport & Sedimentation of Solid Particles. September 22-25, 2017, Prague, Czech Republic.

      • Was this article helpful?