eprintid: 20202
rev_number: 2
eprint_status: archive
userid: 1
dir: disk0/00/02/02/02
datestamp: 2024-06-04 14:19:56
lastmod: 2024-06-04 14:19:56
status_changed: 2024-06-04 14:16:50
type: article
metadata_visibility: show
creators_name: Mustaffa, Z.
creators_name: Al-Qadami, E.H.H.
creators_name: Zaman, A.B.K.
creators_name: Shah, S.M.H.
title: Experimental, Numerical and Field Investigations on the Hydraulics Performance of Stormwater Curb-Opening Inlets
ispublished: pub
keywords: 3D modeling; Roads and streets; Storms; Surface roughness, Curb-opening inlet; Experimental investigations; Field investigation; Floodings; Hydraulic performance; Intercepted flows; Numerical; Numerical investigations; Stormwaters; Traffic movements, Efficiency
note: cited By 0; Conference of 1st International Conference on Emerging Smart Cities, ICESC 2022 ; Conference Date: 1 December 2022 Through 2 December 2022; Conference Code:306839
abstract: Roadway drainage is designed to collect the stormwater and channel it to a proper drainge system such as the stormwater inlets to avoid flooding on the road. A common type of stormwater inlet is the curb-opening inlet. The efficiency of the curb-opening inlets remains as one of the major challenges that causes surface ponding on the pavements and disturb the traffic movement. This paper aims to assess the efficiency of a typical depressed curb-opening inlets used in Malaysia through experimental, numerical, and field investigations. The experiments were conducted for various flows in a fabricated full-scale halfway road model. Later, a three-dimensional (3D) numerical modelling was developed using FLOW-3D software to validate outcomes from the experiments. Furthermore, a field investigation was also conducted at a selected area within the university to further compare the results. Outcomes from these three approaches showed similar trend, whereby the efficiency of depressed curb-opening inlet decreases as the approaching flow increases. On the other hand, some difference was observed between the experimental and field results. This could have caused by the surface roughness of the actual road, which would have infiltrated into the ground, leaving less flows to be intercepted by the inlet. © 2024, Institute of Technology PETRONAS Sdn Bhd.
date: 2024
publisher: Springer Science and Business Media Deutschland GmbH
official_url: https://www.scopus.com/inward/record.uri?eid=2-s2.0-85184278728&doi=10.1007%2f978-981-99-1111-0_43&partnerID=40&md5=a9e61cee265e63b52ca4a80f0387c8c8
id_number: 10.1007/978-981-99-1111-0₄₃
full_text_status: none
publication: Lecture Notes in Civil Engineering
volume: 324
pagerange: 505-519
refereed: TRUE
isbn: 9789819911103
issn: 23662557
citation:   Mustaffa, Z. and Al-Qadami, E.H.H. and Zaman, A.B.K. and Shah, S.M.H.  (2024) Experimental, Numerical and Field Investigations on the Hydraulics Performance of Stormwater Curb-Opening Inlets.  Lecture Notes in Civil Engineering, 324.  pp. 505-519.  ISSN 23662557