PENELITIAN DRAINASE JALAN RAYA (STUDI KASUS RUAS JALAN PALIMANAN JATIBARANG KM
Abstract
Palimanan - Jatibarang, West Java is an area often flooded particularly at left and right sides of road. To
prevent floods, a study on these ditches had been implemented to determine the dimension of a ditch
proportional with hydrological conditions in its vicinity. The method applied in this study had been the
mapping of detailed highway situation, rainfall intensity analysis, design flood analysis, and flow discharge
simulation using a HEC-HMS model. Study results showed that flow discharge passing through the out-let
drainage is 3.88 m3/sec and 6.29 m3/sec respectively, for a return period of two and five years. With a flow
velocity assumption of 1.2 m/sec and a cross sectional area of out-let drainage on site of 3.19 m2, inundation
time at vicinity of out-let is respectively four hours for a return period of two years, and six and half hours for a
return period of five years. The average cross sectional dimension recommended for a return period of two
years is 1.36m x 2.0m, and for a return period of two years, 2.0 m x 2.0 m.
Keywords
Full Text:
PDF (Bahasa Indonesia)References
-----------, 2002, Road Drainage Design
Manual, The State of Queensland,
Department of Main Roads
-----------, March 1998, HEC-HMS,
Hydrologic Modeling System, User's
Manual Version 1.0, US Army Corps of
Engineers Hydrologic Engineering
Center 609 Second Street, Davis, CA
-4687
----------, October 2002, Highway
Hydrology, Hydraulic Design Series No.
, Second Edition, Pub. No. FHWA-NHI-
-001, National Highway Institute, US
Department of Transportation.
Adidarma, Wanny & Lanny M, 1995,
Memperkirakan Curah Hujan Rencana
Durasi Pendek Dengan Pendekatan
Empiris, Jurnal Teknik Hidrolik No. 14
Th. X, Bandung
Jorge A. Ramirez, 2006, Engineering
Hydrology, Colorado State University.
McCuen R.H, 2004, Hydrologic Analysis
and Design, 3rd Edition, Prentice Hall,
Upper Saddle River, New Jersey, 07458.
Mohamed Parak, Geoffrey GS Pegram,
, The Rational Formula from the
Runhydrograph, Civil Engineering
Programme, University of KwaZulu-
Natal, Durban, 4041, South Africa.
Motamedvaziri B, 2008, Investigating
Applicability of Kirpich Method for
Estimating Time of Concentration of
Flood, Geochimica et cosmochimica
Acta, Vol. 72, Issue 12.Mulyantari et.al, 1999, Analisis Hujan
Rencana Yang Handal di Jawa Barat,
Patra K.C, 2003, Hydrology and Water
Resources Engineering, 2nd Edition,
Prosiding PIT XVI HATHI, Bengkulu
Alpha Sciences International Ltd,
Pangbourne, UK
Philip B. Bedient and Wayne C. Huber,
, Hydrology and Floodplain
Analysis, Prentice Hall, 3rd Edition.
DOI: https://doi.org/10.32679/jsda.v5i1.428
Refbacks
- There are currently no refbacks.
Copyright (c) 2018 Petrus Syariman
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
