Lateral Shear Stress Calculation Model Based on Flow Velocity Field Distribution from Experimental Debris Flows

Yan Yan , Renhe Wang , Guanglin Xiong , Hanlu Feng , Bin Xiang , Sheng Hu , Xinglu Wang , Yu Lei

International Journal of Disaster Risk Science ›› 2024, Vol. 15 ›› Issue (5) : 803 -819.

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International Journal of Disaster Risk Science ›› 2024, Vol. 15 ›› Issue (5) : 803 -819. DOI: 10.1007/s13753-024-00584-4
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Lateral Shear Stress Calculation Model Based on Flow Velocity Field Distribution from Experimental Debris Flows

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Abstract

Debris flows continuously erode the channel downward and sideways during formation and development, which changes channel topography, enlarges debris flow extent, and increases the potential for downstream damage. Previous studies have focused on debris flow channel bed erosion, with relatively little research on lateral erosion, which greatly limits understanding of flow generation mechanisms and compromises calibration of engineering parameters for prevention and control. Sidewall resistance and sidewall shear stress are key to the study of lateral erosion, and the distribution of the flow field directly reflects sidewall resistance characteristics. Therefore, this study has focused on three aspects: flow field distribution, sidewall resistance, and sidewall shear stress. First, the flow velocity distribution and sidewall resistance were characterized using laboratory debris flow experiments, then a debris flow velocity distribution model was established, and a method for calculating sidewall resistance was developed based on models of flow velocity distribution and rheology. A calculation method for the sidewall shear stress of debris flow was then developed using the quantitative relationship between sidewall shear stress and sidewall resistance. Finally, the experiment was validated and supplemented through numerical simulations, enhancing the reliability and scientific validity of the research results. The study provides a theoretical basis for the calculation of the lateral erosion rate of debris flows.

Keywords

Debris flow / Flow field distribution / Lateral erosion / Sidewall resistance / Sidewall shear stress

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Yan Yan, Renhe Wang, Guanglin Xiong, Hanlu Feng, Bin Xiang, Sheng Hu, Xinglu Wang, Yu Lei. Lateral Shear Stress Calculation Model Based on Flow Velocity Field Distribution from Experimental Debris Flows. International Journal of Disaster Risk Science, 2024, 15(5): 803-819 DOI:10.1007/s13753-024-00584-4

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References

[1]

Anderson JD. Ludwig Prandtl’s boundary layer. Physics Today, 2005, 58(12): 42-48

[2]

Arattano M, Marchi L. Measurements of debris flow velocity through cross-correlation of instrumentation data. Natural Hazards and Earth System Sciences, 2005, 5(1): 137-142

[3]

Baggio, T., and V. D’Agostino. 2022. Simulating the effect of check dam collapse in a debris-flow channel. Science of the Total Environment 816: Article 151660.

[4]

Baggio, T., M. Mergili, and V. D’Agostino. 2021. Advances in the simulation of debris flow erosion: The case study of the Rio Gere (Italy) event of the 4th August 2017. Geomorphology 381: Article 107664.

[5]

Berger, C., B.W. McArdell, B. Fritschi, and F. Schlunegger. 2010. A novel method for measuring the timing of bed erosion during debris flows and floods. Water Resources Research 46(2). https://doi.org/10.1029/2009WR007993

[6]

Berger, C., B.W. McArdell, and F. Schlunegger. 2011. Direct measurement of channel erosion by debris flows, Illgraben, Switzerland. Journal of Geophysical Research: Earth Surface 116. https://doi.org/10.1029/2010JF001722.

[7]

Berti M, Genevois R, Simoni A, Tecca PR. Field observations of a debris flow event in the Dolomites. Geomorphology, 1999, 29(3–4): 265-274

[8]

Cannon SH, Kirkham RM, Parise M. Wildfire-related debris-flow initiation processes, Storm King Mountain, Colorado. Geomorphology, 2001, 39(3–4): 171-188

[9]

Cao, C., W. Zhang, J. Chen, B. Shan, S. Song, and J. Zhan. 2021. Quantitative estimation of debris flow source materials by integrating multi-source data: A case study. Engineering Geology 291: Article 106222.

[10]

Cheng H, Mergili M, Huang Y. Numerical analysis of debris flow erosion in the mountainous areas affected by the 2008 Wenchuan Earthquake using a depth-averaged two-phase model. Natural Hazards, 2022, 116(1): 193-212

[11]

Choi, C.E., Y. Cui, K.Y.K. Au, H. Liu, J. Wang, D. Liu, and H. Wang. 2018. Case study: Effects of a partial-debris dam on riverbank erosion in the Parlung Tsangpo River, China. Water 10(3): Article 250.

[12]

Cui P, Guo X, Yan Y, Li Y, Ge Y. Real-time observation of an active debris flow watershed in the Wenchuan Earthquake area. Geomorphology, 2018, 321: 153-166

[13]

Cui P, Tang JB, Lin PZ. Resistance characteristics and research progress of debris flow movement. Journal of Sichuan University (Engineering Science Edition), 2016, 48(3): 1-11 in Chinese

[14]

Cui P, Zhou GGD, Zhu XH, Zhang JQ. Scale amplification of natural debris flows caused by cascading landslide dam failures. Geomorphology, 2013, 182: 173-189

[15]

De Haas, T., B.W. McArdell, W. Nijland, A.S. Åberg, J. Hirschberg, and P. Huguenin. 2022. Flow and bed conditions jointly control debris‐flow erosion and bulking. Geophysical Research Letters 49(10): Article e2021GL097611.

[16]

Du, J., Z.J. Fan, W.T. Xu, and L.Y. Dong. 2021. Research progress of initial mechanism on debris flow and related discrimination methods: A review. Frontiers in Earth Science 9. https://doi.org/10.3389/feart.2021.629567.

[17]

Du, J., G.G. Zhou, H. Tang, J.M. Turowski, and K.F. Cui. 2023. Classification of stream, hyperconcentrated, and debris flow using dimensional analysis and machine learning. Water Resources Research 59(2): Article e2022WR033242.

[18]

Fan RL, Zhang LM, Wang HJ, Fan XM. Evolution of debris flow activities in Gaojiagou Ravine during 2008–2016 after the Wenchuan Earthquake. Engineering Geology, 2018, 235: 1-10

[19]

Frank F, McArdell BW, Huggel C, Vieli A. The importance of erosion for debris flow runout modelling from applications to the Swiss Alps. Natural Hazards and Earth System Sciences, 2015, 3(4): 2379-2417

[20]

Frank F, McArdell BW, Oggier N, Baer P, Christen M, Vieli A. Debris-flow modeling at Meretschibach and Bondasca catchments, Switzerland: Sensitivity testing of field-data-based entrainment model. Natural Hazards and Earth System Sciences, 2017, 17(5): 801-815

[21]

Guo, X., Y. Ge, M. Zhan, and H. Yan. 2022. Failure process of a lateral slope deposit and its effect on debris flood formation. Bulletin of Engineering Geology and the Environment 81(8): Article 324.

[22]

Haas TD, Woerkom TV. Bed scour by debris flows: Experimental investigation of effects of debris-flow composition. Earth Surface Processes and Landforms, 2016, 41(13): 1951-1966

[23]

Herschel WH, Bulkley R. Konsistenzmessungen von gummi-benzollösungen. Kolloid-Zeitschrift, 1926, 39: 291-300

[24]

Herschel WH, Bulkley R. Study on the vertical flow velocity distribution types of rectangular open channel flow. Water Resources and Power, 1926, 40(8): 109-112

[25]

Hungr O, Morgan GC, Kellerhals R. Quantitative analysis of debris torrent hazards for design of remedial measures. Canadian Geotechnical Journal, 1984, 21: 663-677

[26]

Iverson RM. The physics of debris flows. Reviews of Geophysics, 1997, 35(3): 245-296

[27]

Iverson, R.M. 2012. Elementary theory of bed-sediment entrainment by debris flows and avalanches. Journal of Geophysical Research: Earth Surface 117(F3). https://doi.org/10.1029/2011JF002189.

[28]

Iverson RM, Ouyang C. Entrainment of bed material by Earth-surface mass flows: Review and reformulation of depth-integrated theory. Reviews of Geophysics, 2015, 53(1): 27-58

[29]

Iverson RM, Reid ME, Logan M, LaHusen RG, Godt JW, Griswold JP. Positive feedback and momentum growth during debris-flow entrainment of wet bed sediment. Nature Geoscience, 2010, 4: 116-121

[30]

Jakob M, Hungr O. Debris-flow hazards and related phenomena, 2005, Berlin: Springer

[31]

Kattel P, Tuladhar BM. Interaction of two-phase debris flow with lateral converging shear walls. Journal of Nepal Mathematical Society, 2018, 1(2): 40-52

[32]

Kanji, M.A., P.T. Cruz, and F., Massad. 2007. Debris flow affecting the Cubatão Oil Refinery, Brazil. Landslides 5: 71–82.

[33]

Keulegan, G.H. 1938. Laws of turbulent flow in open channels. Journal of Research of the National Bureau of Standards 21: RP 1151.

[34]

Knight DW, Demetriou JD, Hamed ME. Boundary shear in smooth rectangular channels. Journal of Hydraulic Engineering, 1984, 110: 405-422

[35]

Kong, Y., M. Guan, X. Li, J. Zhao, and H. Yan. 2022. How flexible, slit and rigid barriers mitigate two‐phase geophysical mass flows: A numerical appraisal. Journal of Geophysical Research: Earth Surface 127(6): Article e2021JF006587.

[36]

Lavigne F, Suwa H. Contrasts between debris flows, hyperconcentrated flows and stream flows at a channel of Mount Semeru, East Java, Indonesia. Geomorphology, 2004, 61: 41-58

[37]

Lv LQ, Wang ZY, Cui P. Influence of gully bank side erosion on debris flow formation and movement process. Advances in Water Science, 2017, 28(4): 553-563 in Chinese

[38]

Lyu L, Wang Z, Cui P, Xu M. The role of bank erosion on the initiation and motion of gully debris flows. Geomorphology, 2017, 285: 137-151

[39]

Malvandi B, Maghrebi MF. Prediction of boundary shear stress distribution in straight open channels using velocity distribution. Water Science and Engineering, 2021, 14: 159-166

[40]

Marchi L, D’Agostino V. Estimation of debris-flow magnitude in the Eastern Italian Alps. Earth Surface Processes and Landforms, 2004, 29(2): 207-220

[41]

Marchi L, Arattano M, Deganutti AM. Ten years of debris-flow monitoring in the Moscardo Torrent (Italian Alps). Geomorphology, 2002, 46(1–2): 1-17

[42]

Pan HL, Ou GQ, Liu JF. Preliminary study on debris flow channel erosion. Disaster Science, 2009, 24(1): 39-43 (in Chinese)

[43]

Parker G. Surface-based bedload transport relation for gravel rivers. Journal of Hydraulic Research, 1990, 28: 417-436

[44]

Pellegrino, A.M., and L. Schippa. 2018. A laboratory experience on the effect of grains concentration and coarse sediment on the rheology of natural debris-flows. Environmental Earth Sciences 77(22): Article 749.

[45]

Prandtl, L. 1932. Zur turbulenten Strömung in Rohren und längs Platten. In Ergebnisse der aerodynamischen Versuchsanstalt zu Göttingen Lfg. 4, 18–29. De Gruyter.

[46]

Prochaska AB, Santi PM, Higgins JD, Cannon SH. A study of methods to estimate debris flow velocity. Landslides, 2008, 5(4): 431-444

[47]

Schippa L. Modeling the effect of sediment concentration on the flow-like behavior of natural debris flow. International Journal of Sediment Research, 2020, 35(4): 315-327

[48]

Shan T, Zhao J. A coupled CFD-DEM analysis of granular flow impacting on a water reservoir. Acta Mechanica, 2014, 225: 2449-2470

[49]

Tang C, Asch V, Chang M, Chen G, Zhao X, Huang X. Catastrophic debris flows on 13 August 2010 in the Qingping area, southwestern China: The combined effects of a strong earthquake and subsequent rainstorms. Geomorphology, 2012, 139(2): 559-576

[50]

Theule JI, Liébault F, Loye A, Laigle D, Jaboyedoff M. Sediment budget monitoring of debris-flow and bedload transport in the Manival Torrent, SE France. Natural Hazards and Earth System Sciences, 2012, 12: 731-749

[51]

Tian M, Hu KH. Resistance characteristics of post-earthquake debris flow and calculation of the total amount of rushing out. Journal of Water Conservancy, 2012, 43(S2): 111-116 (in Chinese)

[52]

Xiong J, Tang C, Chen M, Zhang Z, Shi Q, Gong L. Activity characteristics and enlightenment of the debris flow triggered by the rainstorm on 20 August 2019 in Wenchuan County, China. Bulletin of Engineering Geology and the Environment, 2020, 80: 873-888

[53]

Yan Y, Cui P, Guo X, Ge Y. Trace projection transformation: A new method for measurement of debris flow surface velocity fields. Frontiers of Earth Science, 2016, 10(4): 761-771

[54]

Yan Y, Cui Y, Liu D, Tang H, Li Y, Tian X, Zhang L, Hu S. Seismic signal characteristics and interpretation of the 2020 “6.17” Danba landslide dam failure hazard chain process. Landslides, 2021, 18: 2175-2192

[55]

Yan Y, Cui Y, Huang X, Zhou J, Zhang W, Yin S, Guo J, Hu S. Combining seismic signal dynamic inversion and numerical modeling improves landslide process reconstruction. Earth Surface Dynamics, 2022, 10(6): 1233-1252

[56]

Yan Y, Hu S, Zhou K, Jin W, Ma N, Zeng C. Hazard characteristics and causes of the “7.22” 2021 debris flow in Shenshuicao gully, Qilian Mountains, NW China. Landslides, 2023, 20: 111-125

[57]

Yan, Y., H. Tang, K. Hu, J.M. Turowski, and F. Wei. 2023. Deriving debris‐flow dynamics from real‐time impact‐force measurements. Journal of Geophysical Research: Earth Surface 128(3): Article e2022JF006715.

[58]

Yan Y, Yang DS, Geng DX, Hu S, Wang ZA, Hu W, Yin SY. Disaster reduction stick equipment: A method for monitoring and early warning of pipeline-landslide hazards. Journal of Mountain Science, 2019, 16(12): 2687-2700

[59]

Yan Y, Zhang Y, Hu W, Guo XJ, Ma C, Wang ZA, Zhang Q. A multiobjective evolutionary optimization method based critical rainfall thresholds for debris flows initiation. Journal of Mountain Science, 2020, 17(8): 1860-1873

[60]

Yin, Y., Y. Cui, and L. Jing. 2024. Clogging and unclogging of fine particles in porous media: Micromechanical insights from an analog pore system. Water Resources Research 60: Article e2023WR034628.

[61]

Zhang, J., D. Luo, H. Li, L. Pei, and Q. Yao. 2023. Experimental study on gully erosion characteristics of mountain torrent debris flow in a strong earthquake area. Water 15(2): Article 283.

[62]

Zhao, J., and T. Shan. 2013. Numerical modeling of fluid-particle interaction in granular media. Theoretical and Applied Mechanics Letters 3(2): Article 021007.

[63]

Zhao T, Zhou GG, Sun Q, Crosta GB, Song D. Slope erosion induced by surges of debris flow: Insights from field experiments. Landslides, 2022, 19(10): 2367-2377

[64]

Zhou GGD, Cui P, Tang JB, Chen HY, Zou Q, Sun QC. Experimental study on the triggering mechanisms and kinematic properties of large debris flows in Wenjia Gully. Engineering Geology, 2015, 194: 52-61

[65]

Zhou GGD, Hu HS, Song D, Zhao T, Chen XQ. Experimental study on the regulation function of slit dam against debris flows. Landslides, 2019, 16(4): 75-90

[66]

Zhu, X.H. 2013. Study on erosion characteristics and routing of debris flow along the channel. Ph.D. dissertation. University of Chinese Academy of Sciences, Beijing (in Chinese).

[67]

Zhuang J, Cui P, Peng J, Hu K, Iqbal J. Initiation process of debris flows on different slopes due to surface flow and trigger-specific strategies for mitigating post-earthquake in old Beichuan County, China. Environmental Earth Sciences, 2012, 68: 1391-1403

[68]

Zou, Q., P. Cui, H. Jiang, J. Wang, C. Li, and B. Zhou. 2020. Analysis of regional river blocking by debris flows in response to climate change. Science of the Total Environment 741: Article 140262.

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