Two dimensional numerical modeling of surge propagation over composite flood plains (Record no. 123695)

MARC details
000 -LEADER
fixed length control field 03580nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260819085352.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 010998 1998 th r m eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b11723075
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.WM-97-19
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Cho Cho Thin Kyi
245 10 - TITLE STATEMENT
Title Two dimensional numerical modeling of surge propagation over composite flood plains
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1998
300 ## - PHYSICAL DESCRIPTION
Extent 96 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WM-97-19
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering. School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1998
520 ## - SUMMARY, ETC.
Summary, etc. The 2-D numerical model developed by Rattanapitikon(1991) is used to simulate the dam break wave propagation over composite planes and reflection of surge from downstream end. The governing equations namely the continuity equation, the x and y momentum equations are solved numerically using the two step predictor-corrector method in conjunction with the asymmetric finite difference scheme. Five experiments of dam break are carried out considering different initial reservoir head, different width of downstream opening and different bed slope the composite planes. The dam break propagation spreads over the composite planes in a two dimensional way over a dry bed . According to the comparison of the observed and computed results the present model can simulate the 2-D dam break wave very well only along the centreline except near the dam break section where the 3-D effect of the outflow through the dam break section is significant. The stations located left and right of the centerline, the computed and observed results also agree very well. Sensitivity analysis of the present model is carried out. The Manning roughness coefficient has a significant effect on the computed water depth hydrographs and the propagation of wave front. The small depth h1 and limiting depth of wave front dr have a small effect on the path of wave front and but has insignific~nt effect on the pattern of wave front propagation. The use of predictor corrector procedure with the asymmetric finite difference scheme has no significant effect on improvement of the wave front propagation but significant improvement on the computed water depth hydro graphs.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Hydraulic jump
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kubo, Naritaka,
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 Prospect Burma,
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. WM-97-19
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B13339">http://203.159.5.9/ait-thesis/detail.php?q=B13339</a>
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a 240520
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 980901
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)
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 : 30050120592398
CREATED CREATED : 1997-04-04
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CREATED CREATED : 1997-04-04
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Barcode Barcode : 30050160043286
CREATED CREATED : 2016-03-22
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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 19/08/2026   AIT Thesis no.WM-97-19 30050120592398 19/08/2026 1 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no.WM-97-19 30050120592364 19/08/2026 2 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026   AIT Thesis no.WM-97-19 30050160043286 19/08/2026 1 19/08/2026 40-Archives
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