The effect of high tides on Sungai Damansara using Infowork RS

Tides are the cyclic rising and falling of the earth ocean surface. Tides are caused by the gravitational pull of the moon and the sun on the earth and its water. The moon has a stronger effect than the sun because the moon is closer to earth. Damansara catchments is located at west of Kuala Lumpur....

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Main Author:	Zamri, Zamsalwani
Format:	Thesis
Language:	English
Published:	2009
Subjects:	TA Engineering (General) Civil engineering (General)
Online Access:	http://eprints.utm.my/id/eprint/12672/1/ZamsalwaniZamriMFKA2009.pdf
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id	my-utm-ep.12672
record_format	uketd_dc
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	TA Engineering (General) Civil engineering (General)
spellingShingle	TA Engineering (General) Civil engineering (General) Zamri, Zamsalwani The effect of high tides on Sungai Damansara using Infowork RS
description	Tides are the cyclic rising and falling of the earth ocean surface. Tides are caused by the gravitational pull of the moon and the sun on the earth and its water. The moon has a stronger effect than the sun because the moon is closer to earth. Damansara catchments is located at west of Kuala Lumpur. Rapid development within the catchments has been on going over the years. Damansara area is an industrial and commercial area. Sungai Damansara is a tributary of Sungai Klang. Sungai Damansara catchment has an area of approximately 148 km2 which comprises the six major tributaries. There are Sungai Pelemas, Sungai Pelumut, Sungai Payong, Sungai Rumput, Sungai Air Kuning and Sungai Kayu Ara. Many flood occurred in this catchment area but the worst flood occurred on 26th February 2006. Model calibration has been carried out at Taman Sri Muda water level station. Manning coefficient, n = 0.03 is suitable value roughness coefficient. This model was developed by using high and low flow as an input with different Return Period. This study was conducted to investigate the limit of tide during high tide and low tide. The results from the hydrodynamic modeling had indicated that the tidal effect can be seen clearly up to Section 22. From this point up to Kampung Melayu Kebun Bunga, a very small tidal variation was observed. Finally the tidal diminish at somewhere at TTDI Jaya which can be concluded that this is the limit of tides.
format	Thesis
qualification_level	Master's degree
author	Zamri, Zamsalwani
author_facet	Zamri, Zamsalwani
author_sort	Zamri, Zamsalwani
title	The effect of high tides on Sungai Damansara using Infowork RS
title_short	The effect of high tides on Sungai Damansara using Infowork RS
title_full	The effect of high tides on Sungai Damansara using Infowork RS
title_fullStr	The effect of high tides on Sungai Damansara using Infowork RS
title_full_unstemmed	The effect of high tides on Sungai Damansara using Infowork RS
title_sort	effect of high tides on sungai damansara using infowork rs
granting_institution	Universiti Teknologi Malaysia, Faculty of Civil Engineering
granting_department	Faculty of Civil Engineering
publishDate	2009
url	http://eprints.utm.my/id/eprint/12672/1/ZamsalwaniZamriMFKA2009.pdf
_version_	1747814944052609024
spelling	my-utm-ep.126722018-06-25T08:57:51Z The effect of high tides on Sungai Damansara using Infowork RS 2009-05 Zamri, Zamsalwani TA Engineering (General). Civil engineering (General) Tides are the cyclic rising and falling of the earth ocean surface. Tides are caused by the gravitational pull of the moon and the sun on the earth and its water. The moon has a stronger effect than the sun because the moon is closer to earth. Damansara catchments is located at west of Kuala Lumpur. Rapid development within the catchments has been on going over the years. Damansara area is an industrial and commercial area. Sungai Damansara is a tributary of Sungai Klang. Sungai Damansara catchment has an area of approximately 148 km2 which comprises the six major tributaries. There are Sungai Pelemas, Sungai Pelumut, Sungai Payong, Sungai Rumput, Sungai Air Kuning and Sungai Kayu Ara. Many flood occurred in this catchment area but the worst flood occurred on 26th February 2006. Model calibration has been carried out at Taman Sri Muda water level station. Manning coefficient, n = 0.03 is suitable value roughness coefficient. This model was developed by using high and low flow as an input with different Return Period. This study was conducted to investigate the limit of tide during high tide and low tide. The results from the hydrodynamic modeling had indicated that the tidal effect can be seen clearly up to Section 22. From this point up to Kampung Melayu Kebun Bunga, a very small tidal variation was observed. Finally the tidal diminish at somewhere at TTDI Jaya which can be concluded that this is the limit of tides. 2009-05 Thesis http://eprints.utm.my/id/eprint/12672/ http://eprints.utm.my/id/eprint/12672/1/ZamsalwaniZamriMFKA2009.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering Faculty of Civil Engineering Abbott, M.B. and Basco, R.R., (1989). Computional Fluid Dynamics: An Introduction for Engineers. 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T., Maidment, David R and Mays, Larry W. (1988). Applied Hydrology. Boston : McGraw Hill. Defalque et al (1993). Data Intensity in 1-D River Models. HR Wallingford, Internal Report SR 353, March 1-20. Department of Irrigation and Drainage (DID) (1994). Design Flood Hydrograph Estimation for Rural Catchments in Peninsular Malaysia, Hydrological Procedure No. 11 (HP 11). Kuala Lumpur: Department of Irrigation and Drainage Department of Irrigation and Drainage (DID) (2000) Urban Stormwater Management Manual for Malaysia (MSMA) vol 5 (chap.14). Kuala Lumpur : Department of Irrigation and Drainage. Department of Irrigation and Drainage (DID) (2000) Urban Stormwater Management Manual for Malaysia (MSMA) vol 6 (chap. 17). Kuala Lumpur : Department of Irrigation and Drainage.Doodson, A.T and Warburg, H.D (1941). Admiralty Manual of Tides. Her Majesty's Stationery Office (HMSO). Dyke, P., (1966). Modelling Marine Processes. Prentice Hall. Dr. Nik & Associates Sdn. Bhd. (2003). Klang River Basin Environmental Improvement and Flood Mitigation. Kuala Lumpur : Department of Irrigation and Drainage. Edna Matthew Ruji (2007). Floodplain Inundation Simulation Using 2D Hydrodynamic Modelling Approach. Ph. D. Thesis, International Institute For GeoInformation Science and Earth Observation, Netherlands. Ghosh S.N., (1999). Tidal Hydraulic Engineering, Netherlands : A.A. Balkema. Hassan, A.J. (2005). Permodelan Hidrodinamik Sungai -- Pendekatan Awal menggunakan Infoworks RS. Institut Penyelidikan Hidraulik Kebangsaan Malaysia (NAHRIM), Seri Kembangan Hassan, A.J. et al, (2006). Development of Flood Risk Map Using GIS for Sg. Selangor Basin. Institut Penyelidikan Hidraulik Kebangsaan Malaysia (NAHRIM), Seri Kembangan Jurutera Perunding Zaaba Sdn. Bhd (2008) Report. Preparation of Flood Mitigation Master Plan for Sungai Damansara Catchment. Kuala Lumpur : Department of Irrigation and Drainage. Knight, D.W., (2004). Sediment Transport in Rivers with Overbank Flow. Keynote lecture. 4th German Chinese Workshop on Unsteady Sediment Transport, Sichuan University, Chengdu. October 1 -16 Macmillan, D.H (1966). Tides. London : CR Books Limited. Navratil et al., (2004). Using a 1D Steady Flow Model to Compare Field Determination Methods of Bankfull Stage. Proceeding of River Flow 2004, Naples, June. Balkema pp 155 – 161 Pilgrim, D.H., (1975). Model Evaluation, testing and Parameter Estimation in hydrology. T.G. Chapman and F.X. Dunin, Prediction in Catchment Hydrology, pp. 305 – 333 Price R K, (1985). Flood Routing, Chapter 4 contributed to development in Hydraulic Engineering. Ed P Novak, Elsevier Applied Science. Reeve, Dominic, et al (2004). Coastal Engineering : Processes, Theory and Design Practice. Oxon : Spon Press. Rostvedt, J.O., et al (1968). Summary of floods in the United State During 1963. U.S. geol. Surv., Wat.-Sup. Pap., 1830 B Roy Ward (1978). Floods – A Geographical Perspective. London : The MacMillan Press Ltd. Samuel, .G. Paul, (1990). Cross Section Location in 1D models. Proc. International Conference on River Flood Hydraulics. Wallingford, J. Wiley ans Sons, Paper page K1 339 -348. Samuel, G. Paul, Dr, (2005). The European Perspective and Research on Flooding. Taylor & Francis/ Balkema. River Basin Modelling for Flood Mitigation, pp 21 - 58 Seed, D.J., Samuels, P.G., and Ramsbottom, D.M., (1993). Quality Assurance in Computational River Modelling. HR Wallingford, Report, SR 374, October 1-29 Tentera Laut Diraja Malaysia (2007). Jadual Pasang Surut Malaysia – Tide Table Malaysia. Kuala Lumpur : Cawangan Hidrografi, Tentera Laut Diraja Malaysia.

The effect of high tides on Sungai Damansara using Infowork RS

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