Study on sediment characteristics and prediction of sediment load at Galing River / (Record no. 90993)

MARC details
000 -LEADER
fixed length control field 03643ntm a2200373 i 4500
003 - CONTROL NUMBER IDENTIFIER
control field MY-KuUP
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251125105413.0
006 - FIXED-LENGTH DATA ELEMENTS--ADDITIONAL MATERIAL CHARACTERISTICS
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007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION
fixed length control field ta
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191024t20182018my a|||frm||| 000 0 eng d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0008315(Local)
Qualifying information hardback
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
Language of cataloging eng
Transcribing agency UMP
Description conventions rda
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) FKASA .H45 2018 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Mohd Hafiz Shafiq Jilani,
Relator term author.
245 10 - TITLE STATEMENT
Title Study on sediment characteristics and prediction of sediment load at Galing River /
Statement of responsibility, etc. Mohd Hafiz Shafiq Jilani
264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Place of production, publication, distribution, manufacture Kuantan, Pahang :
Name of producer, publisher, distributor, manufacturer UMP,
Date of production, publication, distribution, manufacture, or copyright notice 2018
264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE
Date of production, publication, distribution, manufacture, or copyright notice © 2018
300 ## - PHYSICAL DESCRIPTION
Extent xii, 61 pages :
Other physical details llustrations ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
336 ## - CONTENT TYPE
Content type term text
Source rdacontent
337 ## - MEDIA TYPE
Media type term unmediated
Source rdamedia
337 ## - MEDIA TYPE
Media type term computer
Source rdamedia
338 ## - CARRIER TYPE
Carrier type term volume
Source rdacarrier
338 ## - CARRIER TYPE
Carrier type term computer disc
Source rdacarrier
347 ## - DIGITAL FILE CHARACTERISTICS
File type text file
Encoding format PDF
Source rda
500 ## - GENERAL NOTE
General note Faculty of Civil Engineering and Earth Resources
502 ## - DISSERTATION NOTE
Dissertation note Project Paper (Bachelors of Civil Engineering) -- Universiti Malaysia Pahang – 2018
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Includes bibliographical references
520 3# - SUMMARY, ETC.
Summary, etc. A study on sediment was conducted at the various station in Galing River. There were three secondary data and one new data that will used in this research. Secondary data was consumed from three different days in order to take the samples which are 28/02/13, 13/03/13 and 27/03/13 and the latest data was conducted on 15/11/2017. This study was conducted to determine the sediment characteristic such as sediment concentration, size, density, and sediment load with the factors influencing sediment transportation. Four sampling stations were chosen, the first one with to data at upstream Galing River (Station 1 and Station 4), mid-stream Galing River (Station 2) and downstream Galing River (Station 3). Parameter were collected at the station, such as river discharge values or flow rate, depth and wide of river and the density of the river. In this study, sediment grain size is acquired through sieve analysis. For sediment concentration (mg/L), it is measured by Total Suspended Solid (TSS). While, sediment load is calculated by using Duboy’s sediment transport function. It is preferred to use Duboy’s as all samples passed this function's requirement compare than other function. Duboy’s function required median size (D50) and mean grain size (Dm). Overall, the findings of the study show that the sizes of sediment at Galing River based on Wentworth scale fall between (0.71 to 1.0mm) which indicates coarse sand type and has one sizes between (1mm to 2mm) which indicates very coarse sand. On the other hand, the average suspended sediment concentration recorded for each station shows varying values. The values were 0.010mg/L at Station 1, 0.022mg/L at Station 2, 0.015mg/L at Station 3 and 0.034mg/L at Station 4. For sediment load, the values were the highest at the station between four different days at Station 1, Station 2, Station 3 and Station 4 were 0.8009 kg/sec-m, 0.8500kg/sec-m, 5.8442kg/sec-m and 0.5222 kg/sec-m respectively. Lastly, factors influencing sediment transportation at Galing River were identified where the factors are size of sediment, rainfall, vegetal covers, human's activities (effluent and garbage), river's hydraulic (flow rate), soil erosion and river's geometric (width and depth).
610 20 - SUBJECT ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Faculty of Civil Engineering and Earth Resources
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Universities and Colleges
General subdivision Dissertations
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Theses
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Library of Congress Classification
Koha item type Final Year Report
Holdings
Withdrawn status Lost status Source of classification or shelving scheme Damaged status Not for loan Collection Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Price effective from Koha item type
  Not lost Library of Congress Classification   Not for loan Reference UMPLIB GAMBANG UMPLIB GAMBANG Reference 24/10/2019   FKASA .H45 2018 r Bc. 0000127209 30/09/2020 24/10/2019 Thesis
  Not lost Library of Congress Classification     Reference UMPLIB GAMBANG UMPLIB GAMBANG Reference 24/10/2019   CD12099 0000127210 20/11/2020 24/10/2019 Thesis

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