Design of stable channels for irrigation projects (Record no. 27505)

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fixed length control field 03950nam a2200385 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818090258.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10192281
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.WA-90-30
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Satriyo Untung
245 10 - TITLE STATEMENT
Title Design of stable channels for irrigation projects
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1990
300 ## - PHYSICAL DESCRIPTION
Extent 86 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-90-30
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, 1990
520 ## - SUMMARY, ETC.
Summary, etc. Two concepts of design of stable alluvial channels of trapezoidal cross section have been studied. The first concept is the static stable channels deign concept in which the bed and bank material are considered to remain motionless. The second one is the dynamic stable channel design concept in which the bed and bank materials are considered in motion, in such a way that sediment load entered to the channel is sufficient to balance the scour due to the bed movement. Methods used in the static stable channel design concept are the maximum permissible velocity method and tractive force theory (allowable bed shear stress method). The maximum permissible velocity is determined by using method of Fortier-Scobey (1926), USDA (1977), Kennedy and German Industry Standard (DIN 19661). The allowable tractive stress is determined by using the methods developed by USDA (1977), Simons and Albertson, USSR and Straub. Methods applied in the dynamic stable channels design concept are the modified regime approach of USDA (1977), Chang method (1980) and Abou Seida method (1987) The irrigation canals considered in the static stable channel design are of the Phitsanulok Irrigation Project (Thailand), Jatiluhur Irrigation Project (Indonesia) and Chatra Irrigation Project (Nepal), while that considered in the dynamic stable channel design (Chang and Abou Seida methods) is the Chatra Irrigation Project. The use of maximum permissible velocity method and Manning formula with a realistic value of "n", in the design of canal with a cohesive boundary gives an good agreement of the canal dimensions and bed slope compared to the constructed stable channels. The design result using the original Abou Seida method and Chang method, shows a considerable difference in canal dimensions and bed slope compared with that of the constructed stable channels. When the Engelund-Hansen bed material load formula is introduced into the Abou Seida method and Chang method, both methods give an better agreement to the constructed stable channels. Sensitivity analysis shows that the selected sediment transport formula, the bed slope and the mean size diameter of bed material in the dynamic stable channel design have a significant effect on the computed dimensions and bed slope of the canal.
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 Paudyal, Guna N.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Loof, Rainer,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Royal Netherland 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-90-30
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18610">http://203.159.5.9/ait-thesis/detail.php?q=B18610</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)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
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CREATED CREATED : 2014-02-04
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Barcode Barcode : 30050160033717
CREATED CREATED : 2016-02-15
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.WA-90-30 30050120574081 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.WA-90-30 30050160033717 18/08/2026   18/08/2026 40-Archives
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