A finite difference model for surge propagation in open channels (Record no. 44810)

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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113842.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10280613
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-93-2
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Borah, Manas Jyoti
245 12 - TITLE STATEMENT
Title A finite difference model for surge propagation in open channels
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 90 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-93-2
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1993
500 ## - GENERAL NOTE
General note A thesis submittedinpartial fulfillment oftherequirements forthe Degree ofMasterofEngineering.
520 ## - SUMMARY, ETC.
Summary, etc. A one dimensional numerical model is developed to simulate the propagation of a surge front in a rectangular open channel under a subcritical flow condition. The governing equations are one dimensional equations of continuity and momentum for rapidly varied free surface flow. Gharangik (1988) derived these equations based on the Boussinesq theory which takes into consideration the non-hydrostatic pressure distribution. These equations are solved by the third order accurate Warming-Kutler-Lomax (WKL) explicit scheme. The De Saint Venant equations for unsteady free surface flow are also solved by the Maccormack and WKL schemes. The De Saint Venant equations can be obtained from Boussinesq equations by eliminating the non-hydrostatic pressure distribution terms. Several laboratory tests were carried out under subcritical flow ranges for two different test conditions. The test condition I considered the propagation of a surge front in the same direction with the base flow whereas the testcondition II considered thepropagation ofsurge front against thedirection of the base flow. The laboratory data thus obtained were used to verify the numerical model. From the sensitivity analysis, it is found that the effect of Manning's 'n' on the computed results is significant but the dissipation constant 'K' has negligible effect on computed results. In general, computed and measured results are in good agreement. The higher order accurate model using the Boussinesq equations and the Warming-Kuder-Lomax scheme gives slightly better results than the second order accurate model using the De Saint Venant equations and the Maccormack scheme. However, the Boussinesq term is found to have negligible effect on the computed results. The improvement is mainly due to the use ofthe third order finite difference scheme. Therefore, the second order accurate model developed in this study can be recommended for simulating the propagation of a surge front in a rectangular open channel under subcritical flow conditions with reasonable degree of accuracy for all practical purposes.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Channels (Hydraulic engineering)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tanaka, Hitoshi,
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 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-93-2
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B16314">http://203.159.5.9/ait-thesis/detail.php?q=B16314</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10280613
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240401
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)
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 : 30050003055612
CREATED CREATED : 1994-05-17
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Barcode Barcode : 30050003351979
CREATED CREATED : 1994-05-17
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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-93-2 30050003055612 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-93-2 30050003351979 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-93-2 30050160033030 18/08/2026   18/08/2026 40-Archives
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