Field investigation of the fetch effect and essential conditions for saturated sand flow
Several models of classical aeolian sand transport mechanism have been developed to predict the rate of sand transport. However, the values predicted through modeling almost always display large and significant differences from the measured values. The reason for such discrepancies is not fully unde...
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Published in | Earth surface processes and landforms Vol. 47; no. 9; pp. 2299 - 2309 |
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Language | English |
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Abstract | Several models of classical aeolian sand transport mechanism have been developed to predict the rate of sand transport. However, the values predicted through modeling almost always display large and significant differences from the measured values. The reason for such discrepancies is not fully understood. By studying the effects of wind velocities and fetch lengths on the C values in the model proposed by Lettau and Lettau in 1978, we found that the saturation level of the measured sand flow can significantly affect the accuracy of the predicted value. To solve this problem, we introduced an index (δ) to represent the saturation level. The closer the δ value is to 1, the greater the chance that the sand flow is saturated. This new approach only requires measurement of the saturated sand flow data to verify the robustness of the aeolian sand transport model, a step that has been neglected by previous researchers. Our results suggest that the value of C = 6.7 proposed in the Lettau and Lettau model is sound and reliable if the sand flow is saturated. We proposed the conditions required for the sand flow to reach saturation and generated an equation to predict the sand transport saturation length (Lsat). Accordingly, we estimated Lsat to be approximately 92 m when
u* = 0.47 m s−1 for the studied sand surface, which is also the minimum wind shear velocity at which the sand flow can potentially reach saturation.
Our results suggest that the value of C = 6.7 proposed by Lettau and Lettau in 1978 is sound and reliable if sand flow is saturated. |
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AbstractList | Several models of classical aeolian sand transport mechanism have been developed to predict the rate of sand transport. However, the values predicted through modeling almost always display large and significant differences from the measured values. The reason for such discrepancies is not fully understood. By studying the effects of wind velocities and fetch lengths on the C values in the model proposed by Lettau and Lettau in 1978, we found that the saturation level of the measured sand flow can significantly affect the accuracy of the predicted value. To solve this problem, we introduced an index (δ) to represent the saturation level. The closer the δ value is to 1, the greater the chance that the sand flow is saturated. This new approach only requires measurement of the saturated sand flow data to verify the robustness of the aeolian sand transport model, a step that has been neglected by previous researchers. Our results suggest that the value of C = 6.7 proposed in the Lettau and Lettau model is sound and reliable if the sand flow is saturated. We proposed the conditions required for the sand flow to reach saturation and generated an equation to predict the sand transport saturation length (Lsat). Accordingly, we estimated Lsat to be approximately 92 m when
u* = 0.47 m s−1 for the studied sand surface, which is also the minimum wind shear velocity at which the sand flow can potentially reach saturation.
Our results suggest that the value of C = 6.7 proposed by Lettau and Lettau in 1978 is sound and reliable if sand flow is saturated. Several models of classical aeolian sand transport mechanism have been developed to predict the rate of sand transport. However, the values predicted through modeling almost always display large and significant differences from the measured values. The reason for such discrepancies is not fully understood. By studying the effects of wind velocities and fetch lengths on the C values in the model proposed by Lettau and Lettau in 1978, we found that the saturation level of the measured sand flow can significantly affect the accuracy of the predicted value. To solve this problem, we introduced an index (δ) to represent the saturation level. The closer the δ value is to 1, the greater the chance that the sand flow is saturated. This new approach only requires measurement of the saturated sand flow data to verify the robustness of the aeolian sand transport model, a step that has been neglected by previous researchers. Our results suggest that the value of C = 6.7 proposed in the Lettau and Lettau model is sound and reliable if the sand flow is saturated. We proposed the conditions required for the sand flow to reach saturation and generated an equation to predict the sand transport saturation length (Lsat). Accordingly, we estimated Lsat to be approximately 92 m when u* = 0.47 m s−1 for the studied sand surface, which is also the minimum wind shear velocity at which the sand flow can potentially reach saturation. Several models of classical aeolian sand transport mechanism have been developed to predict the rate of sand transport. However, the values predicted through modeling almost always display large and significant differences from the measured values. The reason for such discrepancies is not fully understood. By studying the effects of wind velocities and fetch lengths on the C values in the model proposed by Lettau and Lettau in 1978, we found that the saturation level of the measured sand flow can significantly affect the accuracy of the predicted value. To solve this problem, we introduced an index ( δ ) to represent the saturation level. The closer the δ value is to 1, the greater the chance that the sand flow is saturated. This new approach only requires measurement of the saturated sand flow data to verify the robustness of the aeolian sand transport model, a step that has been neglected by previous researchers. Our results suggest that the value of C = 6.7 proposed in the Lettau and Lettau model is sound and reliable if the sand flow is saturated. We proposed the conditions required for the sand flow to reach saturation and generated an equation to predict the sand transport saturation length ( L sat ). Accordingly, we estimated L sat to be approximately 92 m when = 0.47 m s −1 for the studied sand surface, which is also the minimum wind shear velocity at which the sand flow can potentially reach saturation. |
Author | Wang, Rende Wang, Hongtao Zou, Xueyong Shen, Yaping Zhang, Chunlai Wang, Xuesong |
Author_xml | – sequence: 1 givenname: Chunlai orcidid: 0000-0002-3502-6150 surname: Zhang fullname: Zhang, Chunlai organization: Beijing Normal University – sequence: 2 givenname: Xuesong orcidid: 0000-0003-4910-4495 surname: Wang fullname: Wang, Xuesong email: xswang@bnu.edu.cn organization: Beijing Normal University – sequence: 3 givenname: Xueyong orcidid: 0000-0002-6409-5390 surname: Zou fullname: Zou, Xueyong organization: Beijing Normal University – sequence: 4 givenname: Yaping surname: Shen fullname: Shen, Yaping organization: Southwest Jiaotong University – sequence: 5 givenname: Rende surname: Wang fullname: Wang, Rende organization: Hebei Academy Sciences/Hebei Engineering Research Center for Geographic Information Application – sequence: 6 givenname: Hongtao surname: Wang fullname: Wang, Hongtao organization: Chinese Academy of Sciences |
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Cites_doi | 10.1016/j.aeolia.2021.100725 10.1002/esp.3290200504 10.1002/(SICI)1096-9837(199607)21:7<641::AID-ESP662>3.0.CO;2-9 10.1016/S0169-555X(97)00062-7 10.1007/s11368-021-02883-5 10.1002/esp.1033 10.1111/j.1365-3091.1995.tb00381.x 10.1016/j.geomorph.2015.03.041 10.1103/PhysRevE.64.031305 10.1007/s11430-014-5002-5 10.1016/j.geomorph.2020.107193 10.1111/ejss.12929 10.1046/j.1365-3091.1999.00245.x 10.1016/j.geomorph.2004.03.009 10.1029/JD094iD10p12885 10.1017/S0022112064001173 10.1038/s41561-019-0336-4 10.1016/j.catena.2018.12.020 10.1016/j.aeolia.2016.03.002 10.1016/j.geomorph.2021.107616 10.1126/science.241.4867.820 10.1002/2017GL076937 10.1002/esp.4019 10.1046/j.1365-3091.1998.00179.x 10.1098/rspa.1936.0218 10.1016/j.geomorph.2010.08.002 10.1016/j.still.2018.10.005 10.1097/00010694-199606000-00007 10.1029/92JD02011 10.1016/j.still.2019.104306 10.1029/2009JF001408 10.1002/jgrd.50687 10.1016/j.aeolia.2011.06.002 10.1016/S0037-0738(02)00396-2 10.1016/j.epsl.2020.116373 10.1002/esp.3310 |
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SubjectTerms | degree of sand transport Eolian sands Fetch fetch effect field experiment Field investigations Modelling Sand Sand transport Saturated flow Saturation Sediment transport Wind effects Wind shear Wind speed Wind velocities |
Title | Field investigation of the fetch effect and essential conditions for saturated sand flow |
URI | https://onlinelibrary.wiley.com/doi/abs/10.1002%2Fesp.5378 https://www.proquest.com/docview/2689956187 |
Volume | 47 |
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