FRINK Linked Data Fragments server

Matches in SemOpenAlex for { <https://semopenalex.org/work/W4366598976> ?p ?o ?g. }

• W4366598976 endingPage "6929" @default.
• W4366598976 startingPage "6929" @default.
• W4366598976 abstract "Subsurface perforated pipes drain infiltrated stormwater runoff while attenuating the peak flow. The Manning roughness coefficient (n) was identified as a fundamental parameter for estimating roughness in various subsurface channels. Hence, in this work, the performance of a six-row non-staggered sand-slot perforated pipe as a sample of the subsurface drainage is investigated experimentally in a laboratory flume at Universiti Sains Malaysia (USM) aimed at determining the Manning roughness coefficients (n) of the pipe and assessing the relationship between the Manning’s n and the hydraulic parameters of the simulated runoff flow under the conditions of the tailgate channel being opened fully (GFO) and partially (GPO), as well as the pipe having longitudinal slopes of 1:750 and 1:1000. Water is pumped into the flume at a maximum discharge rate of 35 L/s, and the velocity and depth of the flow are measured at nine points along the inner parts of the pipe. Based on the calculated Reynolds numbers ranging from 38,252 to 64,801 for both GFO and GPO conditions, it is determined that most of the flow in the perforated pipe is turbulent, and the calculated flow discharges and velocities from the outlets under GFO are higher than the flow and velocity rates under GPO with similar pipe slopes of 1:750 and 1:1000. The Manning coefficients are calculated at nine points along the pipe and range from 0.004 to 0.009. Based on the ranges of the calculated Manning’s n, an inverse linear relationships between the Manning coefficients and the flow velocity under GFO and GPO conditions are observed with the R2 of 0.975 and 0.966, as well as 0.819 and 0.992 resulting from predicting the values of flow velocities with the equations v = ((0.01440 − n)/0.009175), v = ((0.01330 − n)/0.00890), v = ((0.02007 − n)/0.01814), and v = ((0.01702 − n)/0.01456) with pipe slopes of 1:750 and 1:1000, respectively. It is concluded that since the roughness coefficient (Manning’s n) of the pipe increases, it is able to reduce the flow velocity in the pipe, resulting in a lower peak of flow and the ability to control the quantity of storm water in the subsurface urban drainages." @default.
• W4366598976 created "2023-04-23" @default.
• W4366598976 creator A5005801116 @default.
• W4366598976 creator A5017402202 @default.
• W4366598976 creator A5018114113 @default.
• W4366598976 creator A5024692272 @default.
• W4366598976 creator A5029810217 @default.
• W4366598976 creator A5037748647 @default.
• W4366598976 creator A5038825525 @default.
• W4366598976 creator A5041666211 @default.
• W4366598976 creator A5046843260 @default.
• W4366598976 creator A5057810377 @default.
• W4366598976 creator A5065734143 @default.
• W4366598976 creator A5082764787 @default.
• W4366598976 date "2023-04-20" @default.
• W4366598976 modified "2023-09-29" @default.
• W4366598976 title "Investigating the Relationship between the Manning Coefficients (n) of a Perforated Subsurface Stormwater Drainage Pipe and the Hydraulic Parameters" @default.
• W4366598976 cites W1965013991 @default.
• W4366598976 cites W1966673211 @default.
• W4366598976 cites W1978301057 @default.
• W4366598976 cites W2030886582 @default.
• W4366598976 cites W2037420809 @default.
• W4366598976 cites W2038917393 @default.
• W4366598976 cites W2045958385 @default.
• W4366598976 cites W2058945726 @default.
• W4366598976 cites W2079281817 @default.
• W4366598976 cites W2091961415 @default.
• W4366598976 cites W2110269425 @default.
• W4366598976 cites W2121196811 @default.
• W4366598976 cites W2123514157 @default.
• W4366598976 cites W2130091784 @default.
• W4366598976 cites W2133307772 @default.
• W4366598976 cites W2144965620 @default.
• W4366598976 cites W2145990424 @default.
• W4366598976 cites W2268452910 @default.
• W4366598976 cites W2305312240 @default.
• W4366598976 cites W2556183928 @default.
• W4366598976 cites W2765562973 @default.
• W4366598976 cites W2773317415 @default.
• W4366598976 cites W2793872731 @default.
• W4366598976 cites W2951444053 @default.
• W4366598976 cites W2975247276 @default.
• W4366598976 cites W2990651399 @default.
• W4366598976 cites W3020919185 @default.
• W4366598976 cites W4297244159 @default.
• W4366598976 doi "https://doi.org/10.3390/su15086929" @default.
• W4366598976 hasPublicationYear "2023" @default.
• W4366598976 type Work @default.
• W4366598976 citedByCount "1" @default.
• W4366598976 countsByYear W43665989762023 @default.
• W4366598976 crossrefType "journal-article" @default.
• W4366598976 hasAuthorship W4366598976A5005801116 @default.
• W4366598976 hasAuthorship W4366598976A5017402202 @default.
• W4366598976 hasAuthorship W4366598976A5018114113 @default.
• W4366598976 hasAuthorship W4366598976A5024692272 @default.
• W4366598976 hasAuthorship W4366598976A5029810217 @default.
• W4366598976 hasAuthorship W4366598976A5037748647 @default.
• W4366598976 hasAuthorship W4366598976A5038825525 @default.
• W4366598976 hasAuthorship W4366598976A5041666211 @default.
• W4366598976 hasAuthorship W4366598976A5046843260 @default.
• W4366598976 hasAuthorship W4366598976A5057810377 @default.
• W4366598976 hasAuthorship W4366598976A5065734143 @default.
• W4366598976 hasAuthorship W4366598976A5082764787 @default.
• W4366598976 hasBestOaLocation W43665989761 @default.
• W4366598976 hasConcept C121332964 @default.
• W4366598976 hasConcept C127313418 @default.
• W4366598976 hasConcept C166693061 @default.
• W4366598976 hasConcept C172120300 @default.
• W4366598976 hasConcept C180925781 @default.
• W4366598976 hasConcept C182748727 @default.
• W4366598976 hasConcept C187320778 @default.
• W4366598976 hasConcept C18903297 @default.
• W4366598976 hasConcept C196558001 @default.
• W4366598976 hasConcept C204561356 @default.
• W4366598976 hasConcept C2778320725 @default.
• W4366598976 hasConcept C38349280 @default.
• W4366598976 hasConcept C50477045 @default.
• W4366598976 hasConcept C57879066 @default.
• W4366598976 hasConcept C67592535 @default.
• W4366598976 hasConcept C76886044 @default.
• W4366598976 hasConcept C86803240 @default.
• W4366598976 hasConceptScore W4366598976C121332964 @default.
• W4366598976 hasConceptScore W4366598976C127313418 @default.
• W4366598976 hasConceptScore W4366598976C166693061 @default.
• W4366598976 hasConceptScore W4366598976C172120300 @default.
• W4366598976 hasConceptScore W4366598976C180925781 @default.
• W4366598976 hasConceptScore W4366598976C182748727 @default.
• W4366598976 hasConceptScore W4366598976C187320778 @default.
• W4366598976 hasConceptScore W4366598976C18903297 @default.
• W4366598976 hasConceptScore W4366598976C196558001 @default.
• W4366598976 hasConceptScore W4366598976C204561356 @default.
• W4366598976 hasConceptScore W4366598976C2778320725 @default.
• W4366598976 hasConceptScore W4366598976C38349280 @default.
• W4366598976 hasConceptScore W4366598976C50477045 @default.
• W4366598976 hasConceptScore W4366598976C57879066 @default.
• W4366598976 hasConceptScore W4366598976C67592535 @default.
• W4366598976 hasConceptScore W4366598976C76886044 @default.
• W4366598976 hasConceptScore W4366598976C86803240 @default.

• next