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|Title:||Steady Flow Profile Analysis of Ciliwung River Using Standard Step Method Simultaneous Procedures|
|Authors:||Pranidhana, I. B. P. A.; Gunawan, P. H.; Pudjaprasetya, S. R.|
|Affiliation:||AA(School of Computing, Telkom University, Jalan Telekomunikasi No. 1 Terusan Buah Batu, Bandung 40257, Indonesia. ), AB(School of Computing, Telkom University, Jalan Telekomunikasi No. 1 Terusan Buah Batu, Bandung 40257, Indonesia. ), AC(Department of Mathematics, Faculty of Mathematics and Natural Sciences, Institut Teknologi Bandung, Jl. Ganesha No. 10,Bandung 40132, Indonesia. )|
|Publication:||Journal of Physics: Conference Series, Volume 1192, Issue 1, article id. 012065 (2019).|
The aim of this paper is to examine steady flow profiles over an
inclined channel. Different steady flow profiles may appear depending on
the type of flow, i.e. subcritical or supercritical. Here, the steady
Saint-Venant model is adopted, its solution can be obtained through the
application of the numerical integration method (trapezoid). When the
water levels upstream and downstream of the channel are known, water
level along the channel can be obtained as the solution of a non-linear
system of equations, which is then solved by the Newton iteration. This
method is known as the standard step method of simultaneous procedure.
Furthermore, simulation is done using the measurement data at the
downstream part of Ciliwung River. Field measurement data were collected
in terms of the water level along the river, from TB Simatupang to PA.
Manggarai. The result of numerical simulation is shown a good agreement
with field measurement data.