Using a Modified Turian–Yuan Model to Enhance Heterogeneous Resistance in Municipal Sludge Transportation Pipeline
Based on the Turian–Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94, and 5.39% were analyzed. The reasons for the large deviation of the simulation results under high Reynolds number conditions were also analyz...
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Published in | ACS omega Vol. 6; no. 10; pp. 7199 - 7211 |
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Main Authors | , , , , , , , |
Format | Journal Article |
Language | English |
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American Chemical Society
16.03.2021
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Abstract | Based on the Turian–Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94, and 5.39% were analyzed. The reasons for the large deviation of the simulation results under high Reynolds number conditions were also analyzed. The results showed that the deviation of the simulation was mainly caused by the difference between the sludge volumetric concentration (C V), the settlement resistance coefficient (C D), and the values of the two parameters in the Turian–Yuan heterogeneous resistance model. Consequently, it was necessary to optimize the index m 1 of C V and the index m 2 of C D. Taking mean square deviation as the objective function, using Matlab programming, the abovementioned two indexes were optimized by the simulated annealing algorithm. The optimized index m 1 of C V was 0.887, and the index m 2 of C D was −0.162. Hence, a modified Turian–Yuan heterogeneous resistance model was obtained. The model verified that the minimum value of the regression coefficient, R 2, of the simulated value reached 0.9701, proving that, the model can be used to simulate the heterogeneous resistance of urban sludge pipeline transportation. |
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AbstractList | Based on the Turian–Yuan
heterogeneous resistance model,
the simulation results of three urban sludge pipelines with a volumetric
concentration of 2.38, 3.94, and 5.39% were analyzed. The reasons
for the large deviation of the simulation results under high Reynolds
number conditions were also analyzed. The results showed that the
deviation of the simulation was mainly caused by the difference between
the sludge volumetric concentration (
C
V
), the settlement resistance coefficient (
C
D
), and the values of the two parameters in the Turian–Yuan
heterogeneous resistance model. Consequently, it was necessary to
optimize the index
m
1
of
C
V
and the index
m
2
of
C
D
. Taking mean square deviation as the objective
function, using Matlab programming, the abovementioned two indexes
were optimized by the simulated annealing algorithm. The optimized
index
m
1
of
C
V
was 0.887, and the index
m
2
of
C
D
was −0.162. Hence, a modified Turian–Yuan
heterogeneous resistance model was obtained. The model verified that
the minimum value of the regression coefficient,
R
2
, of the simulated value reached 0.9701, proving that,
the model can be used to simulate the heterogeneous resistance of
urban sludge pipeline transportation. Based on the Turian–Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94, and 5.39% were analyzed. The reasons for the large deviation of the simulation results under high Reynolds number conditions were also analyzed. The results showed that the deviation of the simulation was mainly caused by the difference between the sludge volumetric concentration (C V), the settlement resistance coefficient (C D), and the values of the two parameters in the Turian–Yuan heterogeneous resistance model. Consequently, it was necessary to optimize the index m 1 of C V and the index m 2 of C D. Taking mean square deviation as the objective function, using Matlab programming, the abovementioned two indexes were optimized by the simulated annealing algorithm. The optimized index m 1 of C V was 0.887, and the index m 2 of C D was −0.162. Hence, a modified Turian–Yuan heterogeneous resistance model was obtained. The model verified that the minimum value of the regression coefficient, R 2, of the simulated value reached 0.9701, proving that, the model can be used to simulate the heterogeneous resistance of urban sludge pipeline transportation. Based on the Turian-Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94, and 5.39% were analyzed. The reasons for the large deviation of the simulation results under high Reynolds number conditions were also analyzed. The results showed that the deviation of the simulation was mainly caused by the difference between the sludge volumetric concentration ( ), the settlement resistance coefficient ( ), and the values of the two parameters in the Turian-Yuan heterogeneous resistance model. Consequently, it was necessary to optimize the index of and the index of . Taking mean square deviation as the objective function, using Matlab programming, the abovementioned two indexes were optimized by the simulated annealing algorithm. The optimized index of was 0.887, and the index of was -0.162. Hence, a modified Turian-Yuan heterogeneous resistance model was obtained. The model verified that the minimum value of the regression coefficient, , of the simulated value reached 0.9701, proving that, the model can be used to simulate the heterogeneous resistance of urban sludge pipeline transportation. |
Author | Yan, Bojiao Li, Guang Chen, Wenluo Chen, Lijun Wang, Jianhui Wang, Jing Zhang, Xiaoyu Lu, Hai |
AuthorAffiliation | College of Civil Engineering and Architecture Changchun Sci-Tech University Key Laboratory of Songliao Aquatic Environment, Ministry of Education China Northeast Municipal Engineering Design and Research Institute Co. Limited |
AuthorAffiliation_xml | – name: Changchun Sci-Tech University – name: China Northeast Municipal Engineering Design and Research Institute Co. Limited – name: College of Civil Engineering and Architecture – name: Key Laboratory of Songliao Aquatic Environment, Ministry of Education |
Author_xml | – sequence: 1 givenname: Hai orcidid: 0000-0003-2877-0755 surname: Lu fullname: Lu, Hai organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 2 givenname: Lijun surname: Chen fullname: Chen, Lijun organization: China Northeast Municipal Engineering Design and Research Institute Co. Limited – sequence: 3 givenname: Jianhui surname: Wang fullname: Wang, Jianhui organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 4 givenname: Xiaoyu surname: Zhang fullname: Zhang, Xiaoyu organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 5 givenname: Guang surname: Li fullname: Li, Guang organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 6 givenname: Jing surname: Wang fullname: Wang, Jing organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 7 givenname: Wenluo surname: Chen fullname: Chen, Wenluo organization: Key Laboratory of Songliao Aquatic Environment, Ministry of Education – sequence: 8 givenname: Bojiao orcidid: 0000-0002-2788-6177 surname: Yan fullname: Yan, Bojiao email: yanbojiao1985@126.com organization: Changchun Sci-Tech University |
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Snippet | Based on the Turian–Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94,... Based on the Turian-Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94,... Based on the Turian–Yuan heterogeneous resistance model, the simulation results of three urban sludge pipelines with a volumetric concentration of 2.38, 3.94,... |
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Title | Using a Modified Turian–Yuan Model to Enhance Heterogeneous Resistance in Municipal Sludge Transportation Pipeline |
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