Local scour around a cylinder due to waves and currents (Record no. 70351)

MARC details
000 -LEADER
fixed length control field 03884nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818153644.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10406827
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-91-24
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Win, Aung
245 10 - TITLE STATEMENT
Title Local scour around a cylinder due to waves and currents
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1991
300 ## - PHYSICAL DESCRIPTION
Extent 113 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-91-24
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1991
520 ## - SUMMARY, ETC.
Summary, etc. A new model is proposed for three-dimensional local scour on the basis of wave and current calculation around cylinder. The model consists of three submodels for calculating 1) wave field, 2) wave induced currents, and 3) sand transport and local topography change. Vortex formation and its effect to local scour is also included in the model. The initial bottom topography, geometry of the structure and incident wave condition are given as initial condition. Then the wave field around the structure is computed by using the linear diffraction theory. Computation of the wave induced currents follows that of the wave field. The mass transport velocity is calculated analytically by use of computed wave field. The steady current, induced by gradient of radiation stress, is determined through numerical calculation using depth integrated conservation equations of mass and momentum for the fluid motion. The wave and current fields thus computed are utilized in the submodel of sand transport and local topography change. The distribution of sand transport rates produce by wave and current are estimated and then the change of local bottom elevations are computed by solving the equation of sand mass conservation. The computed topography around the structure is compared with the measured topography of laboratory experiment, which was done by Saito et al. (1990). The comparison shows that some discrepancies exist especially in front of the structure and about at 130 degree from wave-current direction close to the cylinder. In order to improve model estimation, a vortex model is developed, since vortex formation is expected under the effect of steady flow induced by wave height distribution. After introducing the correction factor, the model gives a reasonable result. The result of the vortex model is superimposed with the main model. The superimposed result of the bottom topography is in good agreement with experimental results.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Waves
General subdivision Mathematical models
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Scour (Hydraulic engineering)
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Shibayama, Tomoya,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suphat Vongvisessomjai,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Denmark,
Relator term Scholarship Donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. WA-91-24
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B17768">http://203.159.5.9/ait-thesis/detail.php?q=B17768</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10406827
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003054946
CREATED CREATED : 1994-05-17
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CREATED CREATED : 1994-05-17
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Barcode Barcode : 30050160033386
CREATED CREATED : 2016-02-15
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. WA-91-24 30050003054946 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. WA-91-24 30050003054953 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no. WA-91-24 30050160033386 18/08/2026   18/08/2026 40-Archives
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