Bangkok runoff hydrograph (Record no. 10627)

MARC details
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fixed length control field 03744nam a2200385 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171028.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 251197 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10105542
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 225
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Namtip Rattapan
245 10 - TITLE STATEMENT
Title Bangkok runoff hydrograph
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1968
300 ## - PHYSICAL DESCRIPTION
Extent 106 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 225
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in the Asian Institute of Technology, Bangkok, Thailand.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1968
520 ## - SUMMARY, ETC.
Summary, etc. A five-acre block of a hypothetical but typical residential area of Bangkok was selected as the drainage area for the purpose of calculating a peak inlet hydrograph. The design peak flow was computed using both the Chicago Hydrograph Method, and the Rational Method. The Chicago Hydrograph Method was adopted to develop a design storm pattern for Bangkok of 5 year frequency and 120 min. duration for application as an input to the drainage area. The drainage area was divided into strips to simplify calculation, and losses due to infiltration and depression storage in each strip were subtracted from the design storm to obtain the net supply of runoff. Detention due to overland flow in each strip was determined and applied to compute the flow rates at the end of a strip. The combination of these outflows from tributary strips were routed along a street gutter to a street inlet which fed a lateral sewer. By a simplified time-offset method, storm water in the lateral sewer was routed through its total length to compute-the inlet hydrograph for the typical drainage area. The peak of the inlet hydrograph was taken as the design runoff for determining the size of the lateral sewer. In the Rational Method, a five-year intensity-duration frequency curve for Bangkok was used to obtain the rainfall intensity for the time of concentration of the typical drainage area. Multiplication of the selected rainfall intensity by the estimated value of the runoff coefficient and the size of the typical drainage area resulted in a design runoff which was used to compute the size of the lateral sewer. The design peak flow obtained in the computations from the Chicago Hydrograph Method (29.04 ft^/sec or 0.822 m /sec )was 3 about 10 ft /sec (0.283 nr /sec) higher than that computed by the Rational Method (19.1 ft /sec or 0.541 m /sec). A lateral sewer size, approximately 6 in. larger would be required by the higher design flow rate. However, it was considered that some of the assumptions and estimations made in application of the Chicago Hydrograph Method, necessitated by a lack of experimental data, could be improved on with further measurements in the field.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Runoff
General subdivision Thailand
-- Bangkok
-- Statistical methods
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pescod, M.B.
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Schulz, E.F.
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Boonyakanjana,
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Arbhabhirama Anat,
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. 225
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B24616">http://203.159.5.9/ait-thesis/detail.php?q=B24616</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 3
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 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 : 30050003093514
CREATED CREATED : 1994-05-16
RECORD Id RECORD # : i10117167
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160114103
CREATED CREATED : 2016-07-04
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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 17/08/2026   AIT Thesis no. 225 30050003093514 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no. 225 30050160114103 17/08/2026   17/08/2026 40-Archives
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