Egon, Hannah Priscilla (2007) Development of Manning’n for selected High Gradient Rivers in Malaysia / Hannah Priscilla Egon. [Student Project] (Unpublished)
Abstract
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.
Metadata
Item Type: | Student Project |
---|---|
Creators: | Creators Email / ID Num. Egon, Hannah Priscilla 2003479800 |
Contributors: | Contribution Name Email / ID Num. Thesis advisor Sinnakaudan, Dr. Shanker Kumar UNSPECIFIED |
Subjects: | T Technology > TC Hydraulic engineering. Ocean engineering T Technology > TC Hydraulic engineering. Ocean engineering > River protective works. Regulation. Flood control |
Divisions: | Universiti Teknologi MARA, Pulau Pinang > Permatang Pauh Campus > Faculty of Civil Engineering |
Programme: | Bachelor Engineering (Hons) (Civil) |
Keywords: | High Gradient Rivers, Geometrical Properties, Manning’s Roughness Coefficient |
Date: | May 2007 |
URI: | https://ir.uitm.edu.my/id/eprint/33691 |
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