2018
DOI: 10.1007/978-981-10-7218-5_58
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Experimental Investigation of Free Surface Gradients in a 90° Angled Asymmetrical Open Channel Confluence

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Cited by 4 publications
(4 citation statements)
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“…Moreover, in field cases, fully transient data are seldom available. Well-established instruments such as pressure gauges [9,13], ultrasonic gauges [17,22,24,27] and electrically resistive rods [28] have been often used to measure water depth evolution at discrete points. However, in order to capture a 2D transient field, too many of these instruments would be required, making the experimental setup cumbersome, impractical and expensive, without still really achieving high spatial resolution.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, in field cases, fully transient data are seldom available. Well-established instruments such as pressure gauges [9,13], ultrasonic gauges [17,22,24,27] and electrically resistive rods [28] have been often used to measure water depth evolution at discrete points. However, in order to capture a 2D transient field, too many of these instruments would be required, making the experimental setup cumbersome, impractical and expensive, without still really achieving high spatial resolution.…”
Section: Introductionmentioning
confidence: 99%
“…To date, experimental studies to estimate these complex flows and/or energy losses in urban drainage systems have been conducted to take into account subcritical (Nania et al, 2011;Riviere et al, 2011;Schindfessel et al, 2015) and supercritical flow regimes (Creëlle et al, 2017;Kemper and Schlenkhoff, 2019;Riviere et al, 2014), open-channel and pressurised flow (Martins et al, 2017;Rubinato et al, 2018a), interactions between the minor and major systems (Beg et al, 2018;Fraga et al, 2017;Gomez & Russo, 2005, 2009Gomez et al, 2019;JinNoh et al, 2016;Lopes et al, 2014Lopes et al, , 2015Martins et al, 2014Martins et al, , 2018Rubinato, 2015;Rubinato et al, 2011;Rubinato et al, 2013Rubinato et al, , 2014Rubinato et al, , 2017aRubinato et al, , b, 2018bVasconcelos et al, 2006) and with the presence of obstacles or streets (Arrault et al, 2016;Finaud-Guyot et al, 2018) and building blocks (Güney et al, 2014;Smith et al, 2016). Examples of experimental facilities are shown in Figure 9.2.…”
Section: Flow Patterns Hydraulic Conditions and Geometrical Setupsmentioning
confidence: 99%
“…To date, experimental studies to estimate these complex flows and/or energy losses in urban drainage systems have been conducted to take into account subcritical (Nania et al, 2011;Riviere et al, 2011;Schindfessel et al, 2015) and supercritical flow regimes (Creëlle et al, 2017;Kemper and Schlenkhoff, 2019;Riviere et al, 2014), open-channel and pressurised flow (Martins et al, 2017;Rubinato et al, 2018a), interactions between the minor and major systems (Beg et al, 2018;Fraga et al, 2017;Gomez & Russo, 2005Gomez et al, 2019;JinNoh et al, 2016;Lopes et al, 2014Lopes et al, , 2015Martins et al, 2014Martins et al, , 2018Rubinato, 2015;Rubinato et al, 2011;Rubinato et al, 2013Rubinato et al, , 2014Rubinato et al, , 2017aRubinato et al, , b, 2018bVasconcelos et al, 2006) and with the presence of obstacles or streets (Arrault et al, 2016;Finaud-Guyot et al, 2018) and building blocks (Güney et al, 2014;Smith et al, 2016). Examples of experimental facilities are shown in Figure 9.…”
Section: Flow Patterns Hydraulic Conditions and Geometrical Setupsmentioning
confidence: 99%