Reservoir sedimentation and downstream degradation of Low Pa Mong Project (Record no. 101028)

MARC details
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fixed length control field 03585nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818212448.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10567306
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-89-02
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Chowdhury, Shahadat Hossain
245 10 - TITLE STATEMENT
Title Reservoir sedimentation and downstream degradation of Low Pa Mong Project
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 58, A11, B3, C5 p. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-89-2
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirements for the degree of Master of Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1989
520 ## - SUMMARY, ETC.
Summary, etc. When a dam is constructed across a stream to form a reservoir, the velocity of the flow is reduced and a major part, or all, of the sediment is deposited in the reservoir. On the other hand, the downstream portion of the dam is eroded due to release of low sediment content water. The extent of the sedimentation in the reservoir and the downstream degradation in the long run of the dam is of utmost importance. The engineering feasibility of the dam depends on the forecasting of that sediment behavior. The sedimentation aspect of the proposal of Low Pa Mong Dam of 210 m MSL is investigated here. A one-dimensional mathematical model is developed using the water continuity and momentum equation and sediment continuity equation. The backwater solution is derived for unsteady flow condition and then the morphological computations is done by the modified Lax scheme. The calculations are carried out by developing a powerful computer program in FORTRAN language. The model is calibrated for the year 1979 and 1980. Then it is executed for the flood frequencies of 10 year and 50 year flow and the change of the bed is predicted for 1 to 4 and 10, 30 and 50 years period. The average river bed level change on the 200 km upstream as well as downstream of the dam are plotted for that period and the morphological changes of the average bed level have been obtained. It is found from the study that the average rise of the bed in the reservoir will be 2 m and 6 m and the downstream scour depth will be 1 m and 3 m for a 10 year and 50-year lifetime of the darn which amounts sedimentation of 160 million and 480 million cubic meter and erosion of 80 million and 240 million respectively.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Reservoir sedimentation
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suphat Vongvisessomjai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Preecha Kamronrithisorn,
Relator term Co-chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Akiyama, Juichiro,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element CIDA, Canada,
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-89-2
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B17841">http://203.159.5.9/ait-thesis/detail.php?q=B17841</a>
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a 240409
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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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 : 30050003053419
CREATED CREATED : 1994-05-18
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CREATED CREATED : 1994-05-18
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160034269
CREATED CREATED : 2016-12-02
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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-89-02 30050003053419 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-89-02 30050003053401 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-89-02 30050160034269 18/08/2026   18/08/2026 40-Archives
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