Development of Cimanuk River Delta, Indonesia (Record no. 29216)

MARC details
000 -LEADER
fixed length control field 05263nas a2200469 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818090819.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 080918s2007 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12039421
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Diss. no.WM-06-03
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Yuanita, Nita
245 10 - TITLE STATEMENT
Title Development of Cimanuk River Delta, Indonesia
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2007
300 ## - PHYSICAL DESCRIPTION
Extent 199 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Dissertation ;
Volume/sequential designation no. WM-06-03
500 ## - GENERAL NOTE
General note A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Engineering in Water Engineering and Management, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Asian Institute of Technology, 2006
520 ## - SUMMARY, ETC.
Summary, etc. Hydrodynamics and sediment-transport simulation are important parts in morphological modeling of river delta with particular reference to Cimanuk Delta in Indonesia. Cimanuk river delta is located in West Java province, about 200 km east of Jakarta, the capital city of Indonesia. The delta is subject to ocean waves of less than 1 m height due to its position in semi-enclosed Java Sea in Indonesian archipelago. The vast extent of the Cimanuk delta in the northern coast of Java, which embraced the new Cimanuk and the Rambatan deltas, has been established over centuries with sediment that was transported to the river mouth of the order of 5 million tones per year. The analysis was carried out by using MIKE-21 model software developed by DHI Water and Environment. In hydrodynamic simulation, water level boundary conditions were generated using 4 principal tidal constituents (M2, S2, K1 and O1) at the boundary, and the Admiralty Method. The simulated tidal constituents were compared with observed data at four calibration stations (Eretan, Balongan, Dadap and Cirebon). In the calibration, the bed roughness parameter was adjusted by trial and error until the most satisfactory results were obtained. It is found that the best value of the bed roughness was 0.1 m. Model performance was then verified with another set of observed water levels. The root mean square error between computed and observed tidal constituents in calibration and verification was in the range of 0.05-0.12 m. For the sediment-transport and morphological model, the calibration parameters (critical bed shear stress for deposition/erosion and erosion coefficient) were adjusted to obtain the most satisfactory results of suspended sediment concentration and volume of deposition. By comparing the computed and observed data in the calibration, the best values of critical bed shear stress for deposition, critical bed shear stress for erosion and erosion coefficient were 0.05 Nm-2, 0.15 Nm-2, and 0.00001 kg m-2s-1. It was found that computed sediment concentrations were generally lower than observed data by an averaged of 20% in calibration, while they were generally higher by an average of 10% in verification. The computed deposition volumes in calibration and verification were higher than the observed deposition volumes by 18% and 29% respectively. Discussions were made on the accuracy of the results. The calibrated model was then used in sensitivity analysis of its parameters. Critical bed shear stress for deposition, critical bed shear stress for erosion and suspended sediment concentration input from the river were found to be the sensitive parameters. The calibrated model was applied to simulate the morphological development of Cimanuk River delta from 1945 to 1963. The results were found to be acceptable. Also the model was used to simulate the recent coastline geometry in 1997, the mode l result showed a reasonable agreement with the observed data.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Deltas
Geographic subdivision Indonesia
651 #0 - SUBJECT ADDED ENTRY--GEOGRAPHIC NAME
Geographic name Manuk River Delta (Indonesia)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tawatchai Tingsanchali,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sutat Weesakul,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Preeda Pakpian,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Suphat Vongvisessomjai,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Shibayama, Tomoya,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element DANIDA Fellowship,
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 Dissertation ;
Volume/sequential designation no. WM-06-03
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B10597">http://203.159.5.9/ait-thesis/detail.php?q=B10597</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12039421
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240514
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 080918
First date, FD (RLIN) m
-- a
-- u
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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
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CREATED CREATED : 2023-11-10
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price 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 50.00   AIT Diss. no.WM-06-03 30050120554810 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 50.00   AIT Diss. no.WM-06-03 30050120554786 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 Diss. no.WM-06-03 30050120234108 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Diss. no.WM-06-03 30050121099807 18/08/2026 3 18/08/2026 20-AIT Publication
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