Matches in SemOpenAlex for { <https://semopenalex.org/work/W4306954593> ?p ?o ?g. }
Showing items 1 to 82 of
82
with 100 items per page.
- W4306954593 endingPage "102250" @default.
- W4306954593 startingPage "102250" @default.
- W4306954593 abstract "Flow measurement and control in open channel system for lateral flow is important to support the system management. The flow characteristics of combined side weir-gate are complicated due to changes in flow conditions along the side weir-gate section. Experimental investigation of the flow characteristics of both weir and sluice gates is crucial for predicting the flow through a combined side weir-gate structure. Although weir-gate structures are widely used for frontal flow in hydraulic structures, the same is not true for lateral flows. In this study, 650 laboratory tests were conducted to determine the flow characteristics of combined side weir-gate for subcritical flow, and the experimental results were analyzed to determine the effect of these characteristics and weir-gate geometry on discharge capacity. Interaction factor of combined side weir-gate is a function of the upstream Froude number, the ratio of gate opening to upstream flow depth, the ratio of distance between the top of the sluice gate and the weir crest to gate opening, the ratio of weir and gate length to upstream flow depth, and the ratio of weir and gate length to main channel width. Consequently, more discharge is passed through combined side weir-gate compared to side weir and sluice gates. The empirically derived equations for the discharge of combined side weir-gate show good compatibility with the experimental data. • The manuscript involved three studies (side sluice gate, weir and combined side weir-gate) combined side weir-gate was especially studied in detail for lateral flow. • The combined weir-gate as hydraulic structure for lateral flow in a straight channel was examined using different methods. • Equations were proposed for side sluice gates, weirs and combined side weir-gates. • Experiments were carried out for low and high upstream Froude numbers (0.044–0.980)." @default.
- W4306954593 created "2022-10-21" @default.
- W4306954593 creator A5039299653 @default.
- W4306954593 creator A5076814415 @default.
- W4306954593 date "2022-12-01" @default.
- W4306954593 modified "2023-09-26" @default.
- W4306954593 title "Experimental analysis of combined side weir-gate located on a straight channel" @default.
- W4306954593 cites W2004595171 @default.
- W4306954593 cites W2005156064 @default.
- W4306954593 cites W2007654190 @default.
- W4306954593 cites W2033781955 @default.
- W4306954593 cites W2035365195 @default.
- W4306954593 cites W2049969842 @default.
- W4306954593 cites W2056020783 @default.
- W4306954593 cites W2075997995 @default.
- W4306954593 cites W2076698335 @default.
- W4306954593 cites W2082769175 @default.
- W4306954593 cites W2102874684 @default.
- W4306954593 cites W2116677124 @default.
- W4306954593 cites W2299505830 @default.
- W4306954593 cites W2555660029 @default.
- W4306954593 cites W2591096254 @default.
- W4306954593 cites W2970814847 @default.
- W4306954593 cites W3021087665 @default.
- W4306954593 cites W3039320445 @default.
- W4306954593 cites W3044940166 @default.
- W4306954593 cites W4244770713 @default.
- W4306954593 doi "https://doi.org/10.1016/j.flowmeasinst.2022.102250" @default.
- W4306954593 hasPublicationYear "2022" @default.
- W4306954593 type Work @default.
- W4306954593 citedByCount "2" @default.
- W4306954593 countsByYear W43069545932023 @default.
- W4306954593 crossrefType "journal-article" @default.
- W4306954593 hasAuthorship W4306954593A5039299653 @default.
- W4306954593 hasAuthorship W4306954593A5076814415 @default.
- W4306954593 hasConcept C11413529 @default.
- W4306954593 hasConcept C121332964 @default.
- W4306954593 hasConcept C127162648 @default.
- W4306954593 hasConcept C178489894 @default.
- W4306954593 hasConcept C192562407 @default.
- W4306954593 hasConcept C205649164 @default.
- W4306954593 hasConcept C2524010 @default.
- W4306954593 hasConcept C2779276979 @default.
- W4306954593 hasConcept C33923547 @default.
- W4306954593 hasConcept C41008148 @default.
- W4306954593 hasConcept C49289754 @default.
- W4306954593 hasConcept C57879066 @default.
- W4306954593 hasConcept C58640448 @default.
- W4306954593 hasConcept C76155785 @default.
- W4306954593 hasConceptScore W4306954593C11413529 @default.
- W4306954593 hasConceptScore W4306954593C121332964 @default.
- W4306954593 hasConceptScore W4306954593C127162648 @default.
- W4306954593 hasConceptScore W4306954593C178489894 @default.
- W4306954593 hasConceptScore W4306954593C192562407 @default.
- W4306954593 hasConceptScore W4306954593C205649164 @default.
- W4306954593 hasConceptScore W4306954593C2524010 @default.
- W4306954593 hasConceptScore W4306954593C2779276979 @default.
- W4306954593 hasConceptScore W4306954593C33923547 @default.
- W4306954593 hasConceptScore W4306954593C41008148 @default.
- W4306954593 hasConceptScore W4306954593C49289754 @default.
- W4306954593 hasConceptScore W4306954593C57879066 @default.
- W4306954593 hasConceptScore W4306954593C58640448 @default.
- W4306954593 hasConceptScore W4306954593C76155785 @default.
- W4306954593 hasLocation W43069545931 @default.
- W4306954593 hasOpenAccess W4306954593 @default.
- W4306954593 hasPrimaryLocation W43069545931 @default.
- W4306954593 hasRelatedWork W1990466201 @default.
- W4306954593 hasRelatedWork W2352538228 @default.
- W4306954593 hasRelatedWork W2535058934 @default.
- W4306954593 hasRelatedWork W2811273613 @default.
- W4306954593 hasRelatedWork W2948325492 @default.
- W4306954593 hasRelatedWork W301416675 @default.
- W4306954593 hasRelatedWork W3141874507 @default.
- W4306954593 hasRelatedWork W3185613997 @default.
- W4306954593 hasRelatedWork W348993160 @default.
- W4306954593 hasRelatedWork W1583106688 @default.
- W4306954593 hasVolume "88" @default.
- W4306954593 isParatext "false" @default.
- W4306954593 isRetracted "false" @default.
- W4306954593 workType "article" @default.