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A depth integrated model for suspended transport. <i>Communications on Hydraulics</i>, 83-7. Delft University of Technology: Delft.  114 pp.","StandardTitle":"A depth integrated model for suspended transport","AuthorsString":"Galappatti, R.","BibLvlCode":"MS"},{"BRefID":233008,"RR":"<b>de Vriend, H.J.</b> [s.d.]. A mathematical model of steady flow in curved shallow channels. <i>Communications on Hydraulics</i>, 76_1. Delft University of Technology. Department of Civil Engineering: Delft.  116 pp.","StandardTitle":"A mathematical model of steady flow in curved shallow channels","AuthorsString":"de Vriend, H.J.","BibLvlCode":"MS"},{"BRefID":249082,"RR":"<b>Olesen, K.W.</b> (1985). A mathematical model of the flow and bed topography in curved channels. <i>Communications on Hydraulics</i>, 85-1. 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A sensitivity analysis applied to morphological computations. <i>Communications on Hydraulics</i>, 85-2. Delft University of Technology: Delft.  31 pp.","StandardTitle":"A sensitivity analysis applied to morphological computations","AuthorsString":"de Vries, M.","BibLvlCode":"MS"},{"BRefID":249079,"RR":"<b>Ribberink, J.S.; van der Sande, J.T.M.</b> [s.d.]. Aggradation in rivers due to overloading. <i>Communications on Hydraulics</i>, 84-1. Delft University of Technology: Delft.  82 pp.","StandardTitle":"Aggradation in rivers due to overloading","AuthorsString":"Ribberink, J.S.; van der Sande, J.T.M.","BibLvlCode":"MS"},{"BRefID":249050,"RR":"<b>Olesen, K.W.</b> (1983). Alternate bars in and meandering of alluvial rivers. <i>Communications on Hydraulics</i>, 83-1. Delft University of Technology. 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Delft University of Technology: Delft.  27 pp.","StandardTitle":"Analysis of a gradient transport model for turbulent density-stratified shear flow","AuthorsString":"Kranenburg, C.","BibLvlCode":"MS"},{"BRefID":249083,"RR":"<b>Kimura, A.</b> (1984). Averaged two-dimensional low-frequency wave spectrum of wind waves. <i>Communications on Hydraulics</i>, 84-3. Delft University of Technology: Delft.  54 pp.","StandardTitle":"Averaged two-dimensional low-frequency wave spectrum of wind waves","AuthorsString":"Kimura, A.","BibLvlCode":"MS"},{"BRefID":249085,"RR":"<b>Kranenburg, C.</b> (1983). Buoyancy-driven leakage of oil from a ruptured submarine pipeline. <i>Communications on Hydraulics</i>, 83-5. Delft University of Technology: Delft.  26 pp.","StandardTitle":"Buoyancy-driven leakage of oil from a ruptured submarine pipeline","AuthorsString":"Kranenburg, C.","BibLvlCode":"MS"},{"BRefID":233005,"RR":"<b>Kalkwijk, J.P. Th.; Kranenburg, C.</b> (1971). Cavitation in horizontal piplines due to water hammer. <i>Communications on Hydraulics</i>, B/71/3. Delft University of Technology. Department of Civil Engineering: Delft.  35 + appendices pp.","StandardTitle":"Cavitation in horizontal piplines due to water hammer","AuthorsString":"Kalkwijk, J.P. Th.; Kranenburg, C.","BibLvlCode":"MS"},{"BRefID":249080,"RR":"<b>Battjes, J.A.; Roos, A.</b> (1976). Characteristics of flow in run-up of periodic waves. <i>Communications on Hydraulics</i>, 75-3. Delft University of Technology: Delft.  39 + appendices pp.","StandardTitle":"Characteristics of flow in run-up of periodic waves","AuthorsString":"Battjes, J.A.; Roos, A.","BibLvlCode":"MS"},{"BRefID":232909,"RR":"<b>Battjes, J.A.</b> [s.d.]. Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves. <i>Communications on Hydraulics</i>, 74_2. Delft University of Technology. Department of Civil Engineering: Delft.  244 pp.","StandardTitle":"Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves","AuthorsString":"Battjes, J.A.","BibLvlCode":"MS"},{"BRefID":249074,"RR":"<b>Kalkwijk, J.P. Th.; de Vriend, H.J.</b> (1980). Computation of the flow in shallow river bends. <i>Communications on Hydraulics</i>, 80-1. Delft University of Technology: Delft.  25 pp.","StandardTitle":"Computation of the flow in shallow river bends","AuthorsString":"Kalkwijk, J.P. Th.; de Vriend, H.J.","BibLvlCode":"MS"},{"BRefID":249073,"RR":"<b>Kranenburg, C.</b> (1974). Concentration effects on settling-tube analysis. <i>Communications on Hydraulics</i>, 74-1. Delft University of Technology: Delft.  24 pp.","StandardTitle":"Concentration effects on settling-tube analysis","AuthorsString":"Kranenburg, C.","BibLvlCode":"MS"},{"BRefID":249048,"RR":"<b>Ribberink, J.S.</b> (1982). Experiments with non-uniform sediment in case of bed-load transport. <i>Communications on Hydraulics</i>, 83-2. Delft University of Technology. Department of Civil Engineering: Delft.  163 pp.","StandardTitle":"Experiments with non-uniform sediment in case of bed-load transport","AuthorsString":"Ribberink, J.S.","BibLvlCode":"MS"},{"BRefID":233007,"RR":"<b>Booij, N.</b> [s.d.]. Gravity waves on water with non-uniform depth and current. <i>Communications on Hydraulics</i>, 81_1. Delft University of Technology. Department of Civil Engineering: Delft.  130 pp.","StandardTitle":"Gravity waves on water with non-uniform depth and current","AuthorsString":"Booij, N.","BibLvlCode":"MS"},{"BRefID":135198,"RR":"<b>Kalkwijk, J.P. Th.</b> (1973). Hydrodynamic forces and ship motions induced by surges in a navigation lock. <i>Communications on Hydraulics</i>, 73-1. 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Th.","BibLvlCode":"MS"},{"BRefID":233012,"RR":"<b>de Vries, M.</b> (1977). Modelling of sediment transport: link in a chain. <i>Communications on Hydraulics</i>, 77_1. Delft University of Technology. Department of Civil Engineering: Delft.  10 pp.","StandardTitle":"Modelling of sediment transport: link in a chain","AuthorsString":"de Vries, M.","BibLvlCode":"MS"},{"BRefID":249253,"RR":"<b>Kranenburg, C.</b> (1978). On the destratification of lakes and reservoirs using bubble columns. <i>Communications on Hydraulics</i>, 78-1. Delft University of Technology: Delft.  viii, 119 pp.","StandardTitle":"On the destratification of lakes and reservoirs using bubble columns","AuthorsString":"Kranenburg, C.","BibLvlCode":"MS"},{"BRefID":233015,"RR":"<b>Battjes, J.A.</b> (1977). Probabilistic aspects of ocean waves. <i>Communications on Hydraulics</i>, 77_2. 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Department of Civil Engineering: Delft, Netherlands.  13 pp.","StandardTitle":"Set-up due to irregular waves","AuthorsString":"Battjes, J.A.","BibLvlCode":"MS"},{"BRefID":140208,"RR":"<b>Fontijn, H.L.</b> (1983). Ship berthing to a vertical quay-wall: fender forces and ship motion. <i>Communications on Hydraulics</i>, 83-4. Delft University of Technology. Department of Civil Engineering: Delft.  170 pp.","StandardTitle":"Ship berthing to a vertical quay-wall: fender forces and ship motion","AuthorsString":"Fontijn, H.L.","BibLvlCode":"MS"},{"BRefID":249052,"RR":"<b>de Vriend, H.J.</b> (1979). Steady flow in shallow channel bends Part II: figures and appendices. <i>Communications on Hydraulics</i>, 81-3. Delft University of Technology. Department of Civil Engineering: Delft.  125 pp.","StandardTitle":"Steady flow in shallow channel bends Part II: figures and appendices","AuthorsString":"de Vriend, H.J.","BibLvlCode":"MS"},{"BRefID":233006,"RR":"<b>de Vriend, H.J.</b> [s.d.]. Steady flow in shallow channel bends: part I. Text. <i>Communications on Hydraulics</i>, 81_3. Delft University of Technology. Department of Civil Engineering: Delft.  VII, 260 pp.","StandardTitle":"Steady flow in shallow channel bends: part I. Text","AuthorsString":"de Vriend, H.J.","BibLvlCode":"MS"},{"BRefID":249046,"RR":"<b>Holthuijsen, L.H.</b> (1979). Stereophotography of ocean waves. <i>Communications on Hydraulics</i>, 79-1. Delft University of Technology, Faculty of Civil Engineering: Delft.  37 pp.","StandardTitle":"Stereophotography of ocean waves","AuthorsString":"Holthuijsen, L.H.","BibLvlCode":"MS"},{"BRefID":232923,"RR":"<b>Fontijn, H.L.</b> [s.d.]. The berthing ship problem: forces on berthing structures from moving ships. <i>Communications on Hydraulics</i>, 78_2. Delft University of Technology. 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