Multi-level model for hydrodynamic circulation with water quality analysis in bays (Record no. 78907)

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000 -LEADER
fixed length control field 03768nam a2200385 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818155852.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 150698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10455358
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-91-16
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Pun, Kwock Leung
245 10 - TITLE STATEMENT
Title Multi-level model for hydrodynamic circulation with water quality analysis in bays
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 122 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-91-16
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, 1991
520 ## - SUMMARY, ETC.
Summary, etc. A finite difference numerical model is developed to predict the hydrodynamic circulation in bays. Applying the multi-level approach, the water body is divided into three levels, in which the interfacial layers are fixed in space. The links between layers are the vertical mass exchange and momentum transfer in terms of interfacial shear stress. The thickness of upper and middle layers are decided according to the field measured data taken from Tokyo Bay on May 23, 1983 to represent an approximate thickness of a thermocline. The formulation of hydrodynamic model is based on the vertical integration of continuity and momentum equation for each layer. To study the dispersion of substances in bays, a multi-level approach is also used to formulate a three-level dispersion model. Mass transport and diffusive flux between layers are included in the model. The formulation of dispersion model is based on the vertical integration of convection-diffusion equation between the layer boundaries. An important connection between two models is that the computed layer velocities and water elevation from the hydrodynamic model serve as input data to the dispersion model. Consequently, the validity of the three-level hydrodynamic model is examined by comparing the computed flow condition with the field data measured at 9 sampling points in Tokyo Bay. The computed results seem in reasonable agreement with the measured data. Moreover, the important factors which affect the flow condition as well as the dispersion process - such as wind condition, interfacial shear stress coefficient, residual cunent, initial and boundary conditions - are discussed. The river discharge does not have much effect on the entire flow pattern except in the vicinity of the river mouth. Under the wind effect, flow direction is usually deflected in the upper layer and has a tendency to align with the wind direction. In the middle and lower layer, a return flow is driven to a direction opposite to the upper layer flow for compensation.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Hydrodynamics
General subdivision Mathematical models
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 The Royal Thai Government,
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-91-16
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B17757">http://203.159.5.9/ait-thesis/detail.php?q=B17757</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)
l mnait
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 : 30050003054797
CREATED CREATED : 1994-05-18
RECORD Id RECORD # : i1057007x
LPATRON LPATRON : 1015836
LCHKIN LCHKIN : 2003-12-15
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160033469
CREATED CREATED : 2016-02-15
RECORD Id RECORD # : i12882094
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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-91-16 30050003054797 18/08/2026 2 18/08/2026 20-AIT Publication
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