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2.0 STUDY AREA

Date : 6 April 2015

Time : 3.30 P. m

The study was located at C2 buildi! i "i#ersity Tu $ussei % &alaysia which

is also located behid the &ammals AutoCAD as show i the 'i!ure 1. (e use the ope

spaces ear the chael to set up our e)uipmet *or the data collectio later. % that day + the

surroudi! is #ery suitable to do our pro,ects because the weather is ot too hot ad also a

little bit widy. (e will stop the pro,ects i* it rais because that weather ca e**ects error o*

data collectio ad also to pre#et the e)uipmet *rom dama!ed. This wor- is carried out to

measure chael characteristics such as chael cross sectio+ #elocity+ ad also depth o*

chael. esides+ the width ad distace betwee cross sectio also ha#e bee determied.

All o* this is eeded duri! the calculatio later 

The #elocity was measured at 1.510 m ad 1.512 m o* water depth . The water will

*low *rom the 1.512 m to the 1.510 m depth o* the chael. The water will *low *rom the hi!h

depth to the lower depth. The characteristic o* chael ha#e bee collected i order to

determie the *low rate ad #alue usi! &ai! e)uatio. The materials that use to ma-e

the chael are o/ metal which is cemet ad also mortar. o + the dimesios o* ope

chael will cha!es due to a se#eral *actors such as chael rou!hess+ erosio ad others.

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Figure 1: Location of study area