Flow modeling in an irrigation system (Record no. 45770)

MARC details
000 -LEADER
fixed length control field 03744nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818114112.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 050698 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b1028638x
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-88-4
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Das, Bitanjaya
245 10 - TITLE STATEMENT
Title Flow modeling in an irrigation system
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1988
300 ## - PHYSICAL DESCRIPTION
Extent 102 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-88-4
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, 1988
520 ## - SUMMARY, ETC.
Summary, etc. A simulation model for the operation of an irrigation canal system has been developed in this study. The method developed is applied to a hypothetical canal system consisting of main canal and branch canals. Vertical under sluice checks are provided to divide the main canal into reaches and to create higher water surface elevations so as to take out branch canal offtakes and also to control the flows to the branch canals and to the downstream of main canal reach. The model is developed to predict the discharge and depth hydrographs at vital locations in the system and to determine the final gate openings of in-line as well as off- line structures so as to allow predetermined discharge to pass through the check structures. The flow in the canal is considered unsteady and the complete Saint-Venant equations for unsteady flow in open channel is solved numerically by the implicit finite difference scheme with the help of the double sweep method. To start the computations for unsteady flow, initial condition is provided considering steady gradually varied flow and the Newton Raphson iterative procedure is adopted for profile computation. Sensitivity analyses are performed for t he model performance by varying the parameters both hydraulic and numerical . The results from the Newton Raphson method compares well with that of the constant step method. The unsteady flow simulation model is verified with the results of an analytical method and data from other sources. The verification confirms the validity of the model and the solution algorithm incorporated in this study. Lastly, the developed model is applied to a system with varying discharge condition (i.e discharge cutoff) and a solution strategy is presented. The programme developed in FORTRAN 77 is suitable for mainframe as well as for microcomputers.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Hydraulics
General subdivision Mathematical models
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Paudyal, Guna N.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Gupta, Ashim Das,
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 Government of The Netherlands,
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-88-4
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18852">http://203.159.5.9/ait-thesis/detail.php?q=B18852</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
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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
-- a
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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 : 30050003053047
CREATED CREATED : 1994-05-17
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Barcode Barcode : 30050120573984
CREATED CREATED : 1994-05-17
RECORD Id RECORD # : i10354207
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Barcode Barcode : 30050160034459
CREATED CREATED : 2016-12-02
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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 18/08/2026   AIT Thesis no. WA-88-4 30050003053047 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-88-4 30050120573984 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-88-4 30050160034459 18/08/2026   18/08/2026 40-Archives
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