Flume experiments on sediment bed load in steady non-uniform flow (Record no. 45944)

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fixed length control field 03937nam a2200433 4500
005 - DATE AND TIME OF LATEST TRANSACTION
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008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 210598 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10287309
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.WA-86-14
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Rana, Md. Yunus
245 10 - TITLE STATEMENT
Title Flume experiments on sediment bed load in steady non-uniform flow
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1986
300 ## - PHYSICAL DESCRIPTION
Extent 71 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. WA-86-14
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment 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, 1986
520 ## - SUMMARY, ETC.
Summary, etc. An experimental investigation on the determination of bed load in steady non-uniform flow was carried out using one size of uniform coarse sand. The study is separated into three parts, namely; experiments in steady uniform flow in the parallel sidewall flume , steady non-uniform flow in the converging sidewall flume and steady non-uniform flow in t he diverging sidewall flume. The steady uniform flow experiments were conducted in a flume of 18 m length, 0.82 m width with different depths and water surface slopes. The measured bed load and flow parameters are presented in non-dimensional form (u - q curve) for use in determining the bed load for any given uniform flow condition. The steady non-uniform flow experiments in the converging sidewall flume were conducted for contraction ratios of the width from 0 .693 to 0 . 291. The steady non-uniform flow experiments in the diverging sidewall flume were conducted for expansion ratios of the width from 1.811 to 3.255 . From the analysis of experimental data on both converging and diverging wall cases, it was found that the correction factor or bed load ratio (DQS) for the computed bed load using a uniform flow formula based on energy slope of non-uniform flow depends on two factors namely: the ratio between the gradient of depth and velocity head over the energy s lope (DS) and the ratio between the measured and computed velocity gradients (a). The value of DQS can be greater or less than one depending on the corresponding a value. When a is one, DQS is a l so one . This implies uniform flow conditions. Moreover, the ratio of depths in upper and lower uniform sections in relation with the width ratio when compared with t he theoretical values indicate that the experimental ranges a re bet ween the conditions of having clear water scour and scour under full sediment supply . It was found t hat the sediment supply rates in the experiments are mostly less than the required rate predicted by the theory.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Flumes
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Bed load
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suphat Vongvisessomjai,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Christoph, Ing. Fried,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Canadian International Development Agency,
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-86-14
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B19790">http://203.159.5.9/ait-thesis/detail.php?q=B19790</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10287309
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a 240402
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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-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
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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-86-14 30050120573513 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-86-14 30050160034947 18/08/2026   18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.WA-86-14 30050121028327 18/08/2026 1 18/08/2026 20-AIT Publication
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