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Evolution law of wind-sand flow field of multi-row reed sand barriers and optimal spacing
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Abstract
The multi-row sand barriers have been widely concerned about their high efficiency wind and sand prevention effect in the sand blown prevention and control for road engineering. The spacing between sand barriers is the primary issue to be resolved in the arrangement of multi-row sand barriers. This study considered the reed sand barrier protection project of Xinjiang segment of Golmud-Korla railway as the research object, revealed the evolution characteristics of flow field and distribution laws of sand accumulation under the control of three-row sand barriers spacing by field observation, wind tunnel test and numerical simulation, and the optimal spacing of three-row reed sand barriers was explored by Design Exploration optimization analysis method. The results indicated the flow field presented a typically superimposed morphology of deceleration zones, acceleration zones, and recovery zones when airflow passed through the reed sand barrier. There was no deceleration zone ahead the second and third-row sand barriers before optimization; the flow field distribution was complete and each-row sand barrier can have a synergistic role in wind and sand prevention after optimization. The optimal spacing between three-row sand barriers decreases as wind velocity increases. The optimal spacing between sand barriers corresponding to 10 m s− 1, 15 m s− 1 and 20 m s− 1 wind velocity is 25.5m, 24m and 20.0m respectively. The sand-blocking rates of corresponding reed sand barriers were 84.53%, 64.42% and 47.51%, which were 8.54%, 20.77% and 0.78% higher than before optimization, respectively. Therefore, it was suggested that the spacing of three rows reed sand barriers is 20 ~ 25 m in the survey region, so that each-row sand barriers can play a role.
Research Square Platform LLC
Title: Evolution law of wind-sand flow field of multi-row reed sand barriers and optimal spacing
Description:
Abstract
The multi-row sand barriers have been widely concerned about their high efficiency wind and sand prevention effect in the sand blown prevention and control for road engineering.
The spacing between sand barriers is the primary issue to be resolved in the arrangement of multi-row sand barriers.
This study considered the reed sand barrier protection project of Xinjiang segment of Golmud-Korla railway as the research object, revealed the evolution characteristics of flow field and distribution laws of sand accumulation under the control of three-row sand barriers spacing by field observation, wind tunnel test and numerical simulation, and the optimal spacing of three-row reed sand barriers was explored by Design Exploration optimization analysis method.
The results indicated the flow field presented a typically superimposed morphology of deceleration zones, acceleration zones, and recovery zones when airflow passed through the reed sand barrier.
There was no deceleration zone ahead the second and third-row sand barriers before optimization; the flow field distribution was complete and each-row sand barrier can have a synergistic role in wind and sand prevention after optimization.
The optimal spacing between three-row sand barriers decreases as wind velocity increases.
The optimal spacing between sand barriers corresponding to 10 m s− 1, 15 m s− 1 and 20 m s− 1 wind velocity is 25.
5m, 24m and 20.
0m respectively.
The sand-blocking rates of corresponding reed sand barriers were 84.
53%, 64.
42% and 47.
51%, which were 8.
54%, 20.
77% and 0.
78% higher than before optimization, respectively.
Therefore, it was suggested that the spacing of three rows reed sand barriers is 20 ~ 25 m in the survey region, so that each-row sand barriers can play a role.
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