FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4313561611> ?p ?o ?g. }

• W4313561611 endingPage "129073" @default.
• W4313561611 startingPage "129073" @default.
• W4313561611 abstract "Meandering rivers have an important role in transporting runoff from rainfall, especially during floods. With many cities and villages along rivers and the construction of water-management structures in floodplains, the flow pattern of the meandering rivers changes in time of floods. Here the flow behaviors in meandering compound channels with smooth floodplains and one-sided building floodplains are investigated using laboratory experiments. The experiments have been performed at three relative depths of 0.29, 0.39 and 0.49 and the corresponding discharges. The results show that the block density in a floodplain has a significant effect on flow behavior in the main channel. So that, with the increase of the relative depth, the ratios of main channel discharge compared to the total discharge (Qmc/Q) decreases in the bends with minimal extension of blocks floodplain, the crossover areas and the bends with maximal extension of blocks floodplain. For a given Dr, the significant increase in the Manning's n values as the density of the blocks increases (approximately 30%). With increasing the blocks density from zero to 23.7%, the maximum Darcy–Weisbach friction factor in sections CS1 and CS7 increases by 110% and 2%, respectively, which shows that increasing the density of blocks does not have a great effect on f in the section CS7. Under one-sided blocked floodplain conditions, the maximum longitudinal velocity in the main channel in the section with maximal extension of the blocks in the floodplain (CS7) is greater than the section with minimal extension of blocks in the floodplain (CS1). At the relative depth of 0.49, the maximum value of depth-averaged velocity in sections CS1-4 decreased by an average of 52% compared to the smooth floodplain. The maximum shear stress on the bed at the apex section for all channels occurs near the convex side and the bed shear stress at all sections decreases with decreasing relative depth and in the section with minimal extension of blocks floodplain (CS1) and cross-over sections. The maximum shear stress of the bed decreases with increasing the block density and these changes are more near the convex side than the concave side." @default.
• W4313561611 created "2023-01-06" @default.
• W4313561611 creator A5003094380 @default.
• W4313561611 creator A5007449853 @default.
• W4313561611 creator A5009861962 @default.
• W4313561611 creator A5025070943 @default.
• W4313561611 date "2023-02-01" @default.
• W4313561611 modified "2023-09-27" @default.
• W4313561611 title "Experimental assessment of velocity and bed shear stress in the main channel of a meandering compound channel with one-sided blocks in floodplain" @default.
• W4313561611 cites W1522033936 @default.
• W4313561611 cites W1972309475 @default.
• W4313561611 cites W1998961880 @default.
• W4313561611 cites W2038140601 @default.
• W4313561611 cites W2045676251 @default.
• W4313561611 cites W2066238351 @default.
• W4313561611 cites W2073065490 @default.
• W4313561611 cites W2074424406 @default.
• W4313561611 cites W2120863624 @default.
• W4313561611 cites W2128555164 @default.
• W4313561611 cites W2129808452 @default.
• W4313561611 cites W2164871719 @default.
• W4313561611 cites W2197130252 @default.
• W4313561611 cites W2259497074 @default.
• W4313561611 cites W2312832615 @default.
• W4313561611 cites W2483940088 @default.
• W4313561611 cites W2511006682 @default.
• W4313561611 cites W2605248996 @default.
• W4313561611 cites W2741325523 @default.
• W4313561611 cites W2971054557 @default.
• W4313561611 cites W3082355135 @default.
• W4313561611 cites W3134480066 @default.
• W4313561611 cites W4281777132 @default.
• W4313561611 doi "https://doi.org/10.1016/j.jhydrol.2023.129073" @default.
• W4313561611 hasPublicationYear "2023" @default.
• W4313561611 type Work @default.
• W4313561611 citedByCount "2" @default.
• W4313561611 countsByYear W43135616112023 @default.
• W4313561611 crossrefType "journal-article" @default.
• W4313561611 hasAuthorship W4313561611A5003094380 @default.
• W4313561611 hasAuthorship W4313561611A5007449853 @default.
• W4313561611 hasAuthorship W4313561611A5009861962 @default.
• W4313561611 hasAuthorship W4313561611A5025070943 @default.
• W4313561611 hasConcept C121332964 @default.
• W4313561611 hasConcept C127162648 @default.
• W4313561611 hasConcept C127313418 @default.
• W4313561611 hasConcept C127413603 @default.
• W4313561611 hasConcept C155681218 @default.
• W4313561611 hasConcept C187320778 @default.
• W4313561611 hasConcept C205649164 @default.
• W4313561611 hasConcept C21141959 @default.
• W4313561611 hasConcept C2524010 @default.
• W4313561611 hasConcept C33923547 @default.
• W4313561611 hasConcept C38349280 @default.
• W4313561611 hasConcept C57879066 @default.
• W4313561611 hasConcept C58640448 @default.
• W4313561611 hasConcept C76155785 @default.
• W4313561611 hasConcept C76886044 @default.
• W4313561611 hasConceptScore W4313561611C121332964 @default.
• W4313561611 hasConceptScore W4313561611C127162648 @default.
• W4313561611 hasConceptScore W4313561611C127313418 @default.
• W4313561611 hasConceptScore W4313561611C127413603 @default.
• W4313561611 hasConceptScore W4313561611C155681218 @default.
• W4313561611 hasConceptScore W4313561611C187320778 @default.
• W4313561611 hasConceptScore W4313561611C205649164 @default.
• W4313561611 hasConceptScore W4313561611C21141959 @default.
• W4313561611 hasConceptScore W4313561611C2524010 @default.
• W4313561611 hasConceptScore W4313561611C33923547 @default.
• W4313561611 hasConceptScore W4313561611C38349280 @default.
• W4313561611 hasConceptScore W4313561611C57879066 @default.
• W4313561611 hasConceptScore W4313561611C58640448 @default.
• W4313561611 hasConceptScore W4313561611C76155785 @default.
• W4313561611 hasConceptScore W4313561611C76886044 @default.
• W4313561611 hasLocation W43135616111 @default.
• W4313561611 hasOpenAccess W4313561611 @default.
• W4313561611 hasPrimaryLocation W43135616111 @default.
• W4313561611 hasRelatedWork W118300715 @default.
• W4313561611 hasRelatedWork W1529261671 @default.
• W4313561611 hasRelatedWork W2078972583 @default.
• W4313561611 hasRelatedWork W2139490886 @default.
• W4313561611 hasRelatedWork W2144850117 @default.
• W4313561611 hasRelatedWork W2375571093 @default.
• W4313561611 hasRelatedWork W2378855293 @default.
• W4313561611 hasRelatedWork W2388657062 @default.
• W4313561611 hasRelatedWork W2726757920 @default.
• W4313561611 hasRelatedWork W4244567075 @default.
• W4313561611 hasVolume "617" @default.
• W4313561611 isParatext "false" @default.
• W4313561611 isRetracted "false" @default.
• W4313561611 workType "article" @default.