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    CHAPTER 25 447
    by E.W.Bijker 1), J.P.Th.Kalkwijk 2) and T.Pieters 3). Summary. In the present investigation the influence of bottom slope on mass transport by progressive waves .
    http://journals.tdl.org/ICCE/article/viewFile/2920/2585

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    CHAPTER 314 EULERIAN MEAN VELOCITIES UNDER NON ...
    Bijker, EW, JP Th Kalkwijk & T Pieters (1974): Mass transport in gravity waves on a sloping bottom. Proc 14th Int Conf Coastal Eng, ASCE, pp 447-465. Coffey .
    http://journals.tdl.org/ICCE/article/viewFile/5530/5204

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    The communications on Hydraulic an Geotechnical .
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    Cavitation in Horizontal Pipelines due to Water Hammer
    by J. P. Th. Kalkwijk, (Sr. Sci. Ofcr., Delft Univ. of Technol., Dept. of Civ. Engrg., Lab. of Fluid Mech., Delft, The Netherlands) and C. Kranenburg, (Sci. Ofcr., Delft .
    http://cedb.asce.org/cgi/WWWdisplay.cgi?18036

    COMPUTATION OF THE FLOW IN SHALLOW RIVER BENDS
    by. J. P. TH. KALKWIJK. Professor, Delft University of Technology, The Netherlands. H. J. DE VRIEND. Scientific Officer, Delft University of Technology, The .
    http://www.tandfonline.com/doi/abs/10.1080/00221688009499539

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    KALKWIJK, J.P.TH., DE VRIEND, H.J. 1980 Computation of the flow in shallow river bends. J. Hydr. Res., 18 (4), 327-342. KINOSHITA, R. 1961 Investigation of .
    http://linkinghub.elsevier.com/retrieve/pii/S1464190901850164

    A NOTE ON THE DISCHARGE OF CRITICAL DEPTH MEASURING ...
    Oct 1, 1970 . 7331 A note on thedischarge of critical depth measuring devices with arbitrary shape J. P. Th. KALKWIJK" In this Paper a general method is .
    http://www.icevirtuallibrary.com/content/article/10.1680/iicep.1970.6616

    Morphodynamic modelling for a tidal inlet in the Wadden Sea ...
    Kalkwijk, J.P.Th. and Booij, R., 1986. Adaptation of secondary flow in nearly horizontal flow. J. Hydraul. Res., 24(1): 1937. Steijn, R.C. and Hartsuiker, G., 1992.
    http://www.sciencedirect.com/science/article/pii/002532279500083B

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    Sub-grid transport of matter in two-dimensional tidal flow over an ...
    Kalkwijk, 1987 J.P.Th. Kalkwijk, The modelling of dispersion in 2-D tidal flow over an uneven bed. Advances in Water Resources, 10 (1987), pp. 164–172.
    http://www.sciencedirect.com/science/article/pii/027843439090020M

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    Aspects of flow in meandering channels
    This paper describes some of the distinctive features of flow in meandering channels. . Kalkwijk, J.P.Th. and de Vriend, M.J. 1980. Computation of the flow in .
    http://www.ipenz.org.nz/ipenz/publications/transactions/Transactions97/general/7nalder.pdf

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    KALKWIJK, J.P.TH. and DE VRIEND, H.J. (1980). “Computation of the flow in shallow river bends.” J. Hydraul. Res., 18(4), 327-342. 28. KARCZ, I. (1971).
    http://www.iahr.net/site/about/awards/files/14thIppenAwardLecture.pdf

    Flow Processes in a Curved Alluvial Channel
    Dynamic features of the flow in a 180 ? constant-radius, recirculating laboratory channel are . Kalkwijk, J.P. Th., and H. J. DeVriend, Computation of the flow in .
    http://www.agu.org/journals/wr/v024/i001/WR024i001p00045/WR024i001p00045.pdf

    Morphodynamic modelling for a tidal inlet in the Wadden Sea
    the northern coast of the Netherlands, is set up to obtain a better understanding of the . of Kalkwijk and Booij (1986). . Kalkwijk, J.P.Th. and Booij, R., 1986.
    http://doc.utwente.nl/20515/1/Wang95morphodynamic.pdf

    Main Flow Velocity in Short River Bends | Browse - Journal of ...
    Kalkwijk, J. P. Th., and De Vriend, H. J., “Computations of the Flow in Shallow River Bends,” Journal of Hydraulic Research, Delft, The Netherlands, Vol. 18, No.
    http://ascelibrary.org/hyo/resource/1/jhend8/v109/i7/p991_s1

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    J.P.Ïh. Kalkw?k & C. Kranenburg, 1971, ASCE J. Hydr. Div. . in the pipe system ( structural dynamícs) in?uence each other (?uid-structure interactíon) if .
    http://www.win.tue.nl/~atijssel/pdf_files/tijsseling_thesis.pdf

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    Open channel hydraulics. McGraw-Hill, New York, 705 p. Kalkwijk, J.P.Th. 1984. Tides. International Institute for Hydraulic and Environmental Engineering, Delft.
    http://content.alterra.wur.nl/Internet/webdocs/ilri-publicaties/publicaties/Pub162/pub162-h24.1.pdf

    Flow and grainsize pattern in a sharply curved river bend
    -to get further insight in the phenomenon of secondary circulation and its influence on the bed shear stress . Kalkwijk, J. P. Th. and De Vriend, H. J. 1980 .
    http://onlinelibrary.wiley.com/doi/10.1002/esp.3290090605/pdf

    EQUILIBRIUM BOTTOM TOPOGRAPHY IN TIDAL MEANDERING ...
    [5] J. P. Th. Kalkwijk & H. J. De Vriend, Computation of the flow in shallow river bends, J. Hydr. Res., 18(4), 327-342, 1980. [6] W. B. Langbein & L. B. Leopold, .
    http://www.ing.unitn.it/~toffolon/dati/solari_toffolon_2001.pdf

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    (1992) The Netherlands: the inspectorate perspective, in: CRAFT, A. Z. (Ed.) Quality. Assurance in Higher Education (The Falmer Press). KALKWIJK, J. P. TH.
    http://www.tandfonline.com/doi/abs/10.1080/0260293960210405

    Journal of Coastal Research online journal - Bimodal Cross ...
    Bijker, E. W. , J. P. Th Kalkwijk , and T. Pieters . 1974. Mass transport in gravity waves on a sloping bottom. Abstract, 14th International Conference Coastal .
    http://www.jcronline.org/doi/abs/10.2112/06A-0004.1

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    http://dl.acm.org/citation.cfm?id=1739772

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    Bijker, E.W., Kalkwijk, J.P.Th. and Pieters, T., 1972. Mass transport in gravity waves over a sloping bottom. Proc. Coastal Eng. Conf., 13th, Vancouver, Canada , .
    http://linkinghub.elsevier.com/retrieve/pii/0378383980900228

    VERIFICATION OF THE SHEARSTRESS BOUNDARY ...
    Bijker, E.W., Kalkwijk, J.P.Th. and Pieters, T. (1974). Mass transport in gravity waves on a sloping bottom. Proc. 14th Conf. on Coastal Eng, ASCE, pp 447-465.
    http://repository.tudelft.nl/assets/uuid:bb4bcf18-386b-448e-b1b1-9f5072bd4352/863963.pdf

    forced interactions in developing meanders and suppression of free ...
    The coexistence of migrating alternate (free) bars, spontaneously developing in erodible channels as a . proposed by Kalkwijk & de Vriend (1980) in that the longitudinal convection term is kept in the . KALKWIJK, J. P. TH. & VRIEND, H. J.
    http://journals.cambridge.org/article_S0022112090000088

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    ON HAWSER FORCE CRITERIA FOR NAVIGATION LOCK DESIGN ...
    The first part of this paper offers a general reflection upon the issue of mooring line forces and ship behaviour . of the hydrodynamic force on the vessel (see e.g. KALKWIJK (1973)), which is often (but not always !) . Kalkwijk J.P.Th. ( 1973).
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    CHAPTER 140 * *
    failure. Journ. Hydraulic Eng., vol. 114, pp. 21—42. Visser, P.J., Ribberink, J.S. and Kalkwijk, J.P.Th., 1986. The development of the breach and rate of outflow in .
    http://journals.tdl.org/ICCE/article/viewFile/4347/4028

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    sea (Eds. R.L. Soulsby and R. Bettes), Balkema Rotterdam, 93-100. Kalkwijk, J.P. Th., and Booij, R., 1986, Adaptation of secundary flow in nearly horizontal flow, .
    http://delftsoftware.wldelft.nl/index.php?option=com_docman&task=doc_view&gid=48

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    The Electronic Journal of the International Association for Environmental Hydrology. On the World . Kalkwijk, J.P.TH., H.J. De Vriend; (1980). Computation of .
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