Hydraulic design of tank irrigation schemes (Record no. 56772)

MARC details
000 -LEADER
fixed length control field 03777nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818134012.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 120598 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10341705
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. WA-79-10
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Chainarong Na Lampoon
245 10 - TITLE STATEMENT
Title Hydraulic design of tank irrigation schemes
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1980
300 ## - PHYSICAL DESCRIPTION
Extent ix, 165 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-79-10
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, 1980
520 ## - SUMMARY, ETC.
Summary, etc. A multiple regression analysis is used to find the relationship between water shed area, A, average catchment rainfall, R, and annual streamflow, Q, of the small watershed area not greater than 1500 sq. km. The peak discharge estimated by TOMINAGA (1979) for the small irrigation project in Northeast is adopted to compute the peak discharge used for spillway design when the size of watershed area is known, the peak discharge per unit watershed area can be estimated from the graphs provided :(for 10, 20, 30 year s recurrence interval). Inlet drop spillway and Ogee spillways have been designed pass the peak discharge. Inlet drop spillway of 6-pipe row having a maximum diameter of 1.00 m can pass the peak discharge up to 39.5 ems when the dam height is 10.00 m. Ogee spill way having vertical and slope upstream face are selected in design. The crest length of spillways is upto 60.0 m. and the head of water over the crest ranges between 0.20 m and 1 .80 m, the peak discharge is upto 250 ems. Common outlet pipes have been designed to deliver water from reservoir to irrigation canals or the river. The size of pipe diameters are 0 . 20, 0 .30, 0.40, 0.50, 0.60 and 0.80 m. In some case this out let may be design in conjunction with a spillway for economy . Earth dams having the height upto 10.00 m have been designed. An earth canal with side slope of 1 vertical: 1 . 5 horizontal in section has been designed for distribution systems. Check, check drop and drop structures have been designed for on-farm system structures. 0 The 90 V-notch and the Cut-Throat Flume are devices used to measure the discharge in irrigation canals. The tables and graphed are investigated and provided for design purposes. These can be used t o expedite the design of all above structures.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Hydraulic structures
General subdivision Thailand, Northeastern
-- Design and construction
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Eggers, Helmut,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Overbeek, Henk Jen,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Apichart Anukularmphai,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Nibondh Saiham,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Carl Duisberg Gesellschaft,
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-79-10
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B22154">http://203.159.5.9/ait-thesis/detail.php?q=B22154</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10341705
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250523
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
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 : 30050003068391
CREATED CREATED : 1994-05-17
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003068383
CREATED CREATED : 1994-05-17
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CREATED CREATED : 2016-01-15
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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-79-10 30050003068391 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-79-10 30050003068383 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-79-10 30050160040233 18/08/2026   18/08/2026 40-Archives
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