Coastal morphology near Map Ta Phut Port (Record no. 18358)

MARC details
000 -LEADER
fixed length control field 03802nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817173017.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 160698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b11509843
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-92-18
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Ali, Mohammad
245 10 - TITLE STATEMENT
Title Coastal morphology near Map Ta Phut Port
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 109, A-4 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-92-18
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment 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, 1992
520 ## - SUMMARY, ETC.
Summary, etc. In order to quantify the coastal morphology in the vicinity of Map Ta Phut port numerical simulations are conducted for various incident wave conditions. The simulations of wave breakerline, shoreline change morphology, nearshore wave and current fields are carried out by four mathematical models. The mathematical models for simulating breakerline, wave and current fields are based on recently developed time dependent mild slope equation. In the simulation of wave field, the combined effects of wave reflection, refraction, diffraction and wave breaking in the presence of coastal structure and complicated bottom topography are taken into consideration. The numerical model (1-line) for predicting shoreline change morphology is based on sediment mass conservation equation where cross-shore directed sediment transport rate is neglected. The alongshore transport rates, the principal parameter of 1-line model, are estimated from the breaking wave characteristics of breakerline model. The computer programs written by Numano (1988) for the simulations of breakerline, wave and current fields, are used as the basis of development. Numano's models are further extended to handle both normal and obliquely progressing waves. A computer program (1-line model) for predicting shoreline change is proposed. The applicability of the models is first judged through simulations on hypothetical beach with constant slope. The scaling effect on the models is then investigated by conducting simulations on a beach schematized and scaled from the Map Ta Phut beach. Finally, the models are applied to the Map Ta Phut beach with field wave conditions. The obtained results draw the conclusion that a significant change in the coastal morphology around the port is apprehended with gradual accretion of shoreline in the updrift side of the western breakwater.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Coastal engineering
General subdivision Thailand
-- Map Ta Phut Port
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suphat Vongvisessomjai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tanaka, Hitoshi,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of the Norway,
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-92-18
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B17280">http://203.159.5.9/ait-thesis/detail.php?q=B17280</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 960620
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050003055307
CREATED CREATED : 1995-01-21
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Barcode Barcode : 30050160033196
CREATED CREATED : 2016-02-15
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no. WA-92-18 30050003055307 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no. WA-92-18 30050003055315 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no. WA-92-18 30050160033196 17/08/2026   17/08/2026 40-Archives
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