Matches in SemOpenAlex for { <https://semopenalex.org/work/W2989816387> ?p ?o ?g. }
Showing items 1 to 68 of
68
with 100 items per page.
- W2989816387 endingPage "012222" @default.
- W2989816387 startingPage "012222" @default.
- W2989816387 abstract "The modified viscous coefficient of non-uniform sediment-laden flow based on Zhu Junda's theoretical equation is generally utilized in the calculation mode of hyper-concentrated flow at present. Nevertheless, the gradation conservation of nonuniform sediment was neglected in the theoretical derivation with the irrational loss of fine sediment. The assumed replacement conditions in the derivation resulted in the coarsening effect of suspended sediment gradation in muddy water. Meanwhile, the degree of particle coarsening would be more serious with the increasing replacement times of micro-volume of sediment groups. The computed result of Zhu Junda's equation would underestimate the viscosity of sediment-laden water. Furthermore, the magnitude and velocity of deviation increment for the equation are reckoned. Compared Einstein's viscosity formula with the Taylor Series expansion of Zhu Junda's equation, the Einstein's formula with strong limitations is not a special case. In accordance with suspended sediment gradation, this paper brings in the displacement factors varying with sediment particles, and corrects the defects in the derivation of theoretical formulas about viscous coefficient. On the basis of Einstein classical formula, the quantitative relationship between the viscosity coefficient of muddy water and the sediment concentration is obtained. Moreover, Einstein classical formula is the special case of this quantitative expression. The applicability and limitation of the deduced formula for calculating viscous coefficient are verified and discussed with the data gained from the viscosity measurement experiments." @default.
- W2989816387 created "2019-12-05" @default.
- W2989816387 creator A5011590143 @default.
- W2989816387 creator A5064561580 @default.
- W2989816387 creator A5068434403 @default.
- W2989816387 date "2019-11-29" @default.
- W2989816387 modified "2023-09-26" @default.
- W2989816387 title "Analysis of quantitative expression of viscous coefficient for sediment-laden flow" @default.
- W2989816387 doi "https://doi.org/10.1088/1755-1315/384/1/012222" @default.
- W2989816387 hasPublicationYear "2019" @default.
- W2989816387 type Work @default.
- W2989816387 sameAs 2989816387 @default.
- W2989816387 citedByCount "0" @default.
- W2989816387 crossrefType "journal-article" @default.
- W2989816387 hasAuthorship W2989816387A5011590143 @default.
- W2989816387 hasAuthorship W2989816387A5064561580 @default.
- W2989816387 hasAuthorship W2989816387A5068434403 @default.
- W2989816387 hasBestOaLocation W29898163871 @default.
- W2989816387 hasConcept C114793014 @default.
- W2989816387 hasConcept C121332964 @default.
- W2989816387 hasConcept C127172972 @default.
- W2989816387 hasConcept C127313418 @default.
- W2989816387 hasConcept C146846114 @default.
- W2989816387 hasConcept C187320778 @default.
- W2989816387 hasConcept C2816523 @default.
- W2989816387 hasConcept C29314403 @default.
- W2989816387 hasConcept C31972630 @default.
- W2989816387 hasConcept C33923547 @default.
- W2989816387 hasConcept C38349280 @default.
- W2989816387 hasConcept C41008148 @default.
- W2989816387 hasConcept C57879066 @default.
- W2989816387 hasConcept C74650414 @default.
- W2989816387 hasConcept C97355855 @default.
- W2989816387 hasConceptScore W2989816387C114793014 @default.
- W2989816387 hasConceptScore W2989816387C121332964 @default.
- W2989816387 hasConceptScore W2989816387C127172972 @default.
- W2989816387 hasConceptScore W2989816387C127313418 @default.
- W2989816387 hasConceptScore W2989816387C146846114 @default.
- W2989816387 hasConceptScore W2989816387C187320778 @default.
- W2989816387 hasConceptScore W2989816387C2816523 @default.
- W2989816387 hasConceptScore W2989816387C29314403 @default.
- W2989816387 hasConceptScore W2989816387C31972630 @default.
- W2989816387 hasConceptScore W2989816387C33923547 @default.
- W2989816387 hasConceptScore W2989816387C38349280 @default.
- W2989816387 hasConceptScore W2989816387C41008148 @default.
- W2989816387 hasConceptScore W2989816387C57879066 @default.
- W2989816387 hasConceptScore W2989816387C74650414 @default.
- W2989816387 hasConceptScore W2989816387C97355855 @default.
- W2989816387 hasLocation W29898163871 @default.
- W2989816387 hasOpenAccess W2989816387 @default.
- W2989816387 hasPrimaryLocation W29898163871 @default.
- W2989816387 hasRelatedWork W1501747052 @default.
- W2989816387 hasRelatedWork W2000354417 @default.
- W2989816387 hasRelatedWork W2076516322 @default.
- W2989816387 hasRelatedWork W2116958082 @default.
- W2989816387 hasRelatedWork W2347815017 @default.
- W2989816387 hasRelatedWork W2370484113 @default.
- W2989816387 hasRelatedWork W2374136614 @default.
- W2989816387 hasRelatedWork W2573349556 @default.
- W2989816387 hasRelatedWork W3100418698 @default.
- W2989816387 hasRelatedWork W4224034835 @default.
- W2989816387 hasVolume "384" @default.
- W2989816387 isParatext "false" @default.
- W2989816387 isRetracted "false" @default.
- W2989816387 magId "2989816387" @default.
- W2989816387 workType "article" @default.