Two phase discharge flow prediction in safety valves [PDF]
Safety Relief Valves (SRV) are necessary elements in the protection of any pressurised system and the prediction of the expected discharge flows is an important consideration for the valve sizing to ensure that rupture pressures do not occur.
Elmayyah, Wael, Dempster, William
core +2 more sources
Experimental and numerical analysis of flow over a rectangular full-width sharp-crested weir
Weirs are a type of hydraulic structure, used for water level adjustment, flow measurement, and diversion of water in irrigation systems. In this study, experiments were conducted on sharp-crested weirs under free-flow conditions and an optimization ...
Ghorban Mahtabi, Hadi Arvanaghi
doaj +1 more source
Pyramidal vortex breakers influences on the flow discharge of morning glory spillway
Vortex is the basic obstacle envisaged in the morning glory spillways that can lead to the reduction of spillway efficiency due to decreasing the discharge coefficient.
Farzaneh Sayadzadeh +3 more
doaj +1 more source
Effect of Channel Slope on Discharge Coefficient of Cylindrical Crested Weirs [PDF]
This research paper investigates the effect of the longitudinal channel slope on the discharge coefficient of cylindrical weirs. The methodology applied is by adopting three different diameters of the cylindrical weir and at three different slopes of the
Mohammed Tareq Khaleel
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Determination of discharge coefficient in the tilted crown sharp-crested weirs [PDF]
In this study, the performance of vertical and tilted crown weirs with different angles of the weir crest across the flow has been investigated using numerical and experimental models.
Salma Ajeel Fenjan +2 more
doaj +1 more source
Discharge coefficient of a rectangular sharp-edged broad-crested weir
This paper is concerned with the determination of the relationship for the calculation of the discharge coefficient at free overflow over a rectangular sharp-edged broad-crested weir without lateral contraction. The determination was made on the basis of
Zachoval Zbyněk +4 more
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The effect of crest shape on discharge coefficient at linear weirs
A detailed experimental laboratory analysis of the effect of crest shape on the discharge coefficient of sharp-crested weirs is presented in the paper. The experiments were conducted for four different crest shapes. The experiments and analyses show that
Yusuf Dogan, Nihat Kaya
doaj +1 more source
Discharge estimation in a backwater affected meandering river [PDF]
Variable effects of backwaters complicate the development of rating curves at hydrometric measurement stations. In areas influenced by backwater, single-parameter rating curve techniques are often inapplicable.
H. Hidayat +9 more
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Discharge coefficients for ogee spillways
Abstract Discharge over an ogee weir is related to the length of the weir, upstream total head above the weir crest and the discharge coefficient. The discharge coefficient is influenced by several factors; in this study, some parameters that influence discharge coefficients of ogee weirs are investigated. These factors include: the weir
Farzin Salmasi, John Abraham
openaire +2 more sources
Emitter discharge variability of subsurface drip irrigation in uniform soils: effect on water-application uniformity [PDF]
Emitter discharge of subsurface drip irrigation (SDI) decreases as a result of the overpressure in the soil water at the discharge orifice. In this paper, the variation in dripper discharge in SDI laterals is studied.
Rodríguez Sinobas, Leonor +4 more
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