Optimization of rainfall gauging system for rainfall-runoff for lipis river / (Record no. 331)

MARC details
000 -LEADER
fixed length control field 02244nam a2200277 a 4500
001 - CONTROL NUMBER
control field vtls000098169
003 - CONTROL NUMBER IDENTIFIER
control field KUKTEM
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20251114204335.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 161124t2016 my a f 001 0 eng|d
020 ## - INTERNATIONAL STANDARD BOOK NUMBER
International Standard Book Number THE0000779(Local)
039 #9 - LEVEL OF BIBLIOGRAPHIC CONTROL AND CODING DETAIL [OBSOLETE]
Level of rules in bibliographic description 201905161425
Level of effort used to assign nonsubject heading access points nazirah
-- 201611241703
-- safura
040 ## - CATALOGING SOURCE
Original cataloging agency UMP
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) FKASA .W345 2016 r Bc.
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nur Wahida Binti Mohd Zawawi
245 10 - TITLE STATEMENT
Title Optimization of rainfall gauging system for rainfall-runoff for lipis river /
Statement of responsibility, etc. Nur Wahida Binti Mohd Zawawi
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Kuantan, Pahang :
Name of publisher, distributor, etc. UMP,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent xiv, 79 p. :
Other physical details ill. ;
Dimensions 30 cm. +
Accompanying material 1 CD-ROM
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 – 2016
504 ## - BIBLIOGRAPHY, ETC. NOTE
Bibliography, etc. note Bibliography : p. 75-76
520 2# - SUMMARY, ETC.
Summary, etc. This study is focused on optimization of rainfall gauging system for rainfall runoff at Lipis River, Pahang. The rainfall-runoff model is simulated using Hydrological Modelling System (HEC-HMS) version 3.5. HEC-HMS is software for use in analyzing, planning, and simulating the process of rainfall and runoff. HEC-HMS 3.5 is used in this study to simulate discharge for Lipis River. This study uses rainfall data and stream flow data from January 2008 to December 2014. There are eleven rainfall stations and one stream flow station in Lipis River catchment area. The results of simulation can be generated in form of hydrograph, summary table, and time series table. Root Mean Square Error (RMSE) calculated to show the relationship of the simulated flow and the observed flow. If the RMSE value is lesser, it would indicate that the variables are positively linear related. During evaluation of model, the best value of RMSE value is 11.36 m³/s which is a low value. It shows that the simulated models were fit with the observed data and proves that the HEC HMS is suitable to predict and analyse rainfall-runoff relationship at Lipis River
610 2# - 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
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
  Not lost   In Transit UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   FKASA .W345 2016 r Bc. 0000115067 04/09/2019 1 04/09/2019 Final Year Report
  Not lost     UMPLIB GAMBANG UMPLIB GAMBANG 04/09/2019   CD 10307 | FKASA .W345 2016 r Bc. 0000115068 04/09/2019 1 04/09/2019 Accompanying Material

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