Suspension of mixed sand under wave motion (Record no. 116501)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818223554.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
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035 ## - SYSTEM CONTROL NUMBER
System control number .b10658476
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-93-4
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Yang, Dafang
245 10 - TITLE STATEMENT
Title Suspension of mixed sand under wave motion
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1993
300 ## - PHYSICAL DESCRIPTION
Extent 81 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-93-4
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1993
500 ## - GENERAL NOTE
General note A thesis submited in partial fulfillment of the requirements for the degree of Master of Engineering.
520 ## - SUMMARY, ETC.
Summary, etc. The suspended sedimentation has been studied by numerous researchers, but they assume the sand diametereither is a constant or presented by a single diameter, although the practical beach consists of non-uniform sand. Therefore this study will be concerned with the suspension of mixed sand. A numerical model k-e model was used to simulate the suspension of mixed sand under wave motion, alsointhis study the wall function method which oneofboundaryconditions was introduced. The computed fluid field by this k-E model has been compared with Jonsson's & Carlsen's (1976) data and good agreement is found, and the friction factor criteria is proposed if the wall function method were used under wave motion. Also the computed results of suspension under the uniform sand assumption have been compared with Chen's (1992) data, and good agreement is found in the lower part near bed region. The computed results of suspension ofmixed sand have been compared with Kajima's & Saito's (1971) data, for small grain size the computed concentration will be underestimated and for large grain size the good agreement is found. The difference of computed concentration of mixed sand and uniform sand in Kajima & Saito (1971) case is small, and mixed sand concentration is slight larger than the concentration ofuniform sand.Foreach grain size concentration profile, their shapes are quite similar with each other, its slope is the function of sand diameter and sand fraction under the same wave conditions.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sediment, Suspended
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Coastal engineering
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tanaka, Hitoshi,
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
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sutat Weesakul,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The 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-93-4
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B16325">http://203.159.5.9/ait-thesis/detail.php?q=B16325</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050003055646
CREATED CREATED : 1994-05-19
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CREATED CREATED : 1994-05-19
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Barcode Barcode : 30050160033014
CREATED CREATED : 2016-02-15
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. WA-93-4 30050003055646 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-93-4 30050003055653 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-93-4 30050160033014 18/08/2026   18/08/2026 40-Archives
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