Matches in SemOpenAlex for { <https://semopenalex.org/work/W4386325266> ?p ?o ?g. }
Showing items 1 to 90 of
90
with 100 items per page.
- W4386325266 endingPage "328" @default.
- W4386325266 startingPage "315" @default.
- W4386325266 abstract "This study utilized the Slide2 model to simulate surface water and groundwater interactions and estimate seepage losses from unlined and lined irrigation canals. Firstly, it was validated for an unlined canal passing through an unconfined, homogenous, and isotropic infinitely porous depth. Results revealed that the Slide2 model accurately simulated the seepage flow and estimated the seepage losses with R2 = 0.99 and MAPE = 3.6%. Accordingly, the Slide2 model runs 54 scenarios to explore the effect of different groundwater table (GWT) locations below the canal berm, canal berm widths, and liner properties, such as liner hydraulic conductivity and thickness on the seepage losses from unlined and lined irrigation canals. The results concluded that when the GWT was above the canal surface water level (CSWL), the seepage losses tended to be lower, ensuing an inflow to the canal bed and inner side slope. Conversely, when the GWT was below the CSWL, the seepage losses tended to be higher, ensuing an outflow to the surrounding unsaturated soil. In contrast, the GWT did not affect seepage losses from lined canals. Also, a wider berm resulted in fewer seepage losses, while the canal berm was less effective for lined canals. In addition, the results proved the lining ability to reduce seepage losses. Thus, the average reduction percentage of the seepage losses for lined canal scenarios was 99.87%. Also, a thick liner could decrease the seepage losses maximally by 48.52%, regardless of the GWT location below the canal berm." @default.
- W4386325266 created "2023-09-01" @default.
- W4386325266 creator A5050447272 @default.
- W4386325266 creator A5082089599 @default.
- W4386325266 creator A5083405157 @default.
- W4386325266 creator A5092724118 @default.
- W4386325266 date "2023-08-31" @default.
- W4386325266 modified "2023-09-30" @default.
- W4386325266 title "Modeling surface water and groundwater interactions for seepage losses estimation from unlined and lined canals" @default.
- W4386325266 cites W1492621456 @default.
- W4386325266 cites W1512692177 @default.
- W4386325266 cites W1970073581 @default.
- W4386325266 cites W1978057920 @default.
- W4386325266 cites W2016340727 @default.
- W4386325266 cites W2042293969 @default.
- W4386325266 cites W2047051629 @default.
- W4386325266 cites W2070685888 @default.
- W4386325266 cites W2157870253 @default.
- W4386325266 cites W2158627225 @default.
- W4386325266 cites W2187203203 @default.
- W4386325266 cites W2289492638 @default.
- W4386325266 cites W2912170334 @default.
- W4386325266 cites W2993199749 @default.
- W4386325266 cites W2998269971 @default.
- W4386325266 cites W3000383350 @default.
- W4386325266 cites W3003205946 @default.
- W4386325266 cites W3012315487 @default.
- W4386325266 cites W3036484875 @default.
- W4386325266 cites W3040203960 @default.
- W4386325266 cites W3055746447 @default.
- W4386325266 cites W3129984024 @default.
- W4386325266 cites W3148193699 @default.
- W4386325266 cites W3211470651 @default.
- W4386325266 cites W4211187832 @default.
- W4386325266 cites W4220946780 @default.
- W4386325266 cites W4235515815 @default.
- W4386325266 doi "https://doi.org/10.1080/23570008.2023.2248734" @default.
- W4386325266 hasPublicationYear "2023" @default.
- W4386325266 type Work @default.
- W4386325266 citedByCount "0" @default.
- W4386325266 crossrefType "journal-article" @default.
- W4386325266 hasAuthorship W4386325266A5050447272 @default.
- W4386325266 hasAuthorship W4386325266A5082089599 @default.
- W4386325266 hasAuthorship W4386325266A5083405157 @default.
- W4386325266 hasAuthorship W4386325266A5092724118 @default.
- W4386325266 hasBestOaLocation W43863252661 @default.
- W4386325266 hasConcept C111368507 @default.
- W4386325266 hasConcept C127313418 @default.
- W4386325266 hasConcept C158048082 @default.
- W4386325266 hasConcept C159390177 @default.
- W4386325266 hasConcept C159750122 @default.
- W4386325266 hasConcept C187320778 @default.
- W4386325266 hasConcept C2776132308 @default.
- W4386325266 hasConcept C39432304 @default.
- W4386325266 hasConcept C39769621 @default.
- W4386325266 hasConcept C63184880 @default.
- W4386325266 hasConcept C76177295 @default.
- W4386325266 hasConcept C76886044 @default.
- W4386325266 hasConceptScore W4386325266C111368507 @default.
- W4386325266 hasConceptScore W4386325266C127313418 @default.
- W4386325266 hasConceptScore W4386325266C158048082 @default.
- W4386325266 hasConceptScore W4386325266C159390177 @default.
- W4386325266 hasConceptScore W4386325266C159750122 @default.
- W4386325266 hasConceptScore W4386325266C187320778 @default.
- W4386325266 hasConceptScore W4386325266C2776132308 @default.
- W4386325266 hasConceptScore W4386325266C39432304 @default.
- W4386325266 hasConceptScore W4386325266C39769621 @default.
- W4386325266 hasConceptScore W4386325266C63184880 @default.
- W4386325266 hasConceptScore W4386325266C76177295 @default.
- W4386325266 hasConceptScore W4386325266C76886044 @default.
- W4386325266 hasIssue "1" @default.
- W4386325266 hasLocation W43863252661 @default.
- W4386325266 hasOpenAccess W4386325266 @default.
- W4386325266 hasPrimaryLocation W43863252661 @default.
- W4386325266 hasRelatedWork W1983318454 @default.
- W4386325266 hasRelatedWork W2100807603 @default.
- W4386325266 hasRelatedWork W2367667981 @default.
- W4386325266 hasRelatedWork W2391227394 @default.
- W4386325266 hasRelatedWork W2747372171 @default.
- W4386325266 hasRelatedWork W2899371310 @default.
- W4386325266 hasRelatedWork W297414675 @default.
- W4386325266 hasRelatedWork W3132355379 @default.
- W4386325266 hasRelatedWork W3164983007 @default.
- W4386325266 hasRelatedWork W3177379356 @default.
- W4386325266 hasVolume "37" @default.
- W4386325266 isParatext "false" @default.
- W4386325266 isRetracted "false" @default.
- W4386325266 workType "article" @default.