1 AIT Asian Institute of Technology

A study on the alluvial roughness of the Jamuna river for use in two-dimensional morphological computation

AuthorSamad, Mustafa Ataus
Call NumberAIT Thesis no.WM-96-02
Subject(s)Morphology--Bangladesh--Jamuna river

NoteA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering. School of Civil Engineering
PublisherAsian Institute of Technology
Series StatementThesis ; no. WM-96-02
AbstractPrediction of short term morphological changes in a river system requires that river flow and sediment distribution patterns are estimated with considerable accuracy. These two, again, are dependant on the bed roughness conditions, viz., mechanism of turbulence dissipation. In a two dimensional morphological model it is, therefore, required that the variation in bed roughness is predicted with sufficient degree of accuracy. The bed roughness character of the Jamuna river has been investigated in the present study in connection with flow, sediment transport and bedform parameters. High variation in the Chezy coefficient has been observed which is mainly contributed by the bedforms present at the bed. The Chezy coefficient has been found to depend strongly on the energy gradient, suspended sediment concentration and on flow stages responsible for modifying the bedforms. Comparison with observed variation suggested none of the existing roughness prediction methods could successfully reproduce the high variability of Chezy coefficient. Therefore, two new simple prediction methods have been proposed those could be used in two dimensional morphological computation. Verification of proposed equations showed that over 80% data falling in an accuracy factor range of 0.7 to 1.3. Proposed equations have been applied in a two dimensional flow model and in sediment transport computations. Considerable accuracy in flow distribution has been achieved with Cehzy coefficient assessed from proposed equations. Although significant variation of exponent 'n' in sediment transport formulations has been observed, however, transport rates are generally less affected considering the high uncertainty associated with such predictions.
Year1996
Corresponding Series Added EntryAsian Institute of Technology. Thesis ; no. WM-96-02
TypeThesis
SchoolSchool of Civil Engineering
DepartmentDepartment of Civil and Infrastucture Engineering (DCIE)
Academic Program/FoSWater Engineering and Management (WM)
Chairperson(s)Suphat Vongvisessomjai;
Examination Committee(s)Kyotoh, Harumichi;Sutat Weesakul;Paudyal, Guna Nidhi;
Scholarship Donor(s)DANIDA;
DegreeThesis (M.Eng.) - Asian Institute of Technology, 1996


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