Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon

Although there have been much research done on Manning’s roughness coefficient, n in the United State of America for the stream channels. There have been no such attempts done for the high Gradient River in Malaysia. The n value is determined from the values of factors that affect the roughness of c...

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Main Author: Egon, Hannah Priscilla
Format: Student Project
Language:English
Published: 2007
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/33691/1/33691.pdf
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author Egon, Hannah Priscilla
author_facet Egon, Hannah Priscilla
author_sort Egon, Hannah Priscilla
collection UITM
description Although there have been much research done on Manning’s roughness coefficient, n in the United State of America for the stream channels. There have been no such attempts done for the high Gradient River in Malaysia. The n value is determined from the values of factors that affect the roughness of channels. The n value for high Gradient River can be determine by measuring the geometrical properties and the particle sizes of the soil in the river. There are a few field sampling that involve in the research. Which are determining cross section, slope, velocity, and bed material. Through the data taken from the river, it is analyse using the sieve analysis. From the sieve analysis, we can get the ds4 which will be used as parameter in determining the n value. The equation used is the Limerinos (1970). In this research, there are also verifications for the applicability and reliability of the Manning’s roughness coefficient.
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spelling oai:ir.uitm.edu.my:336912020-08-24T09:32:44Z https://ir.uitm.edu.my/id/eprint/33691/ Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon Egon, Hannah Priscilla TC Hydraulic engineering. Ocean engineering River protective works. Regulation. Flood control Although there have been much research done on Manning’s roughness coefficient, n in the United State of America for the stream channels. There have been no such attempts done for the high Gradient River in Malaysia. The n value is determined from the values of factors that affect the roughness of channels. The n value for high Gradient River can be determine by measuring the geometrical properties and the particle sizes of the soil in the river. There are a few field sampling that involve in the research. Which are determining cross section, slope, velocity, and bed material. Through the data taken from the river, it is analyse using the sieve analysis. From the sieve analysis, we can get the ds4 which will be used as parameter in determining the n value. The equation used is the Limerinos (1970). In this research, there are also verifications for the applicability and reliability of the Manning’s roughness coefficient. 2007-05 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/33691/1/33691.pdf Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon. (2007) [Student Project] (Unpublished)
spellingShingle TC Hydraulic engineering. Ocean engineering
River protective works. Regulation. Flood control
Egon, Hannah Priscilla
Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title_full Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title_fullStr Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title_full_unstemmed Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title_short Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon
title_sort development of manning n for selected high gradient rivers in malaysia hannah priscilla egon
topic TC Hydraulic engineering. Ocean engineering
River protective works. Regulation. Flood control
url https://ir.uitm.edu.my/id/eprint/33691/1/33691.pdf
work_keys_str_mv AT egonhannahpriscilla developmentofmanningnforselectedhighgradientriversinmalaysiahannahpriscillaegon