四川大学, 山区河流保护与治理全国重点实验室, 教授。E-mail: hxiao@scu.edu.cn

主要从事计算水力学CFD基础理论及应用研究，主持并参与了多项水灾害相关课题，对多源水灾害孕育机制、发展过程有深入研究。当前主要研究兴趣包括：水灾害数值模拟、液固两相流、水淹地下空间等。

教育经历：

(1) 2009-07 至 2009-12, 佛罗里达州立大学, 土木工程, 博士

(2) 2003-09 至 2006-07, 天津大学, 流体力学, 硕士

(3) 1999-09 至 2003-07, 天津大学, 工程力学, 学士

科研与学术工作经历（博士后工作经历除外）：

(1) 2016-09 至 今, 四川大学, 山区河流保护与治理全国重点实验室, 教授

(2) 2017-10 至 2018-10, 日本京都大学, 防灾研究所, 国家留学基金资助访问学者

(3) 2010-03 至 2016-09, 四川大学, 山区河流保护与治理全国重点实验室, 副教授

主持或参加的科研项目/课题

(1) 自然基金委, 区域联合基金, U22A20601, 藏东南水电开发引致重大地质灾害机制与评估, 2023-01至2026-12 (主研)

(2) 四川省水利厅, 四川省水旱灾害防御能力提升项目, 23H0325, 四川省山洪灾害高风险区预警模型开发, 2023至2024 (主研)

(3) 四川省科技厅, 国际合作项目, 2018HH0044, 气候变迁条件下山区暴雨诱发泥石流灾害形成机制研究, 2018-01至2020-12

(4) 科技部, 重点研发计划港澳台科技创新合作重点专项, 2016YFE0122500, 气候变迁下高精度山地水沙灾害预测与应对之合作研究, 2017-01 至 2019-12

(5) 四川省科技厅, 国际合作项目, 2016HH0077, 山区流域水灾害防治研究, 2016-01至2018-12 (主研)

(6) 科技部, 973课题, 2013CB036401, 梯级水库群风险孕育机制与动态风险评价, 2013-01 至 2017-10 (主研)

(7) 自然基金委, 青年项目, 51309171, 山区水库滑坡涌浪翻坝机制研究, 2014-01 至 2016-12

(8) 四川大学, 优秀青年学者科研基金, 2013SCU04A28, 山区河道滑坡涌浪产生机理与传播规律, 2013-01 至 2016-12

(9) 中科院, 重点部署项目子课题, 2014BW023, 典型泥石流形成过程数学模型开发, 2014-2016

(10) 四川省科技厅, 应用基础项目, 2015JY0196, 山区水库滑坡涌浪灾害链效应及其对土石坝安全的影响, 2014-2016

(11) 教育部, 博士点基金新教师基金, 20120181120123, 极端海况下破碎波浪的载荷特性与数值模拟研究, 2013-2015

(12) 教育部, 留学回国人员科研启动基金, 2013-693-11-10, 作用在跨海大桥桥面极限波浪载荷的三维数值模拟与实验验证, 2013-2015

(13) 四川大学, 引进人才启动基金, 水工结构物在极端自然灾害条件下所受动水压力的数值模拟, 2011-2013

代表性研究成果：

(1) Xiao H, Huang W. Failure mechanism and risk analysis of an elevated house damaged during Hurricane Michael by full-scale modeling of wave-surge loads. Ocean Engineering 2024; 300. DOI: 10.1016/j.oceaneng.2024.117387

(2) Liu J, Xiao H*, Guo F. Calculation formula and coefficient analysis of dam breach discharge based on surface velocity. Flow Measurement and Instrumentation 2023; 94. DOI: 10.1016/j.flowmeasinst.2023.102446

(3) Liu J, Xiao H*. Experimental investigation of flood hydrograph induced by landslide dam breach based on transient surface velocity measurement. Arabian Journal of Geosciences 2022; 1520 (1513 pp.)-1520 (1513 pp.). DOI: 10.1007/s12517-022-10798-9

(4) Liu J, Xiao H*, Lin P et al. Effect of vertical velocity profile approximations on estimates of dam breach discharge using surface velocities. Journal of Flood Risk Management 2021; 14. DOI: 10.1111/jfr3.12709

(5) Liu C.K. Clark, Lin P, Xiao H. BOOK: Water Environment Modeling. CRC Press, Taylor & Francis Group, 2021, DOI: 10.1201/9781003008491, ISBN: 9781003008491

(6) Yin K, Xu S, Huang W et al. Modeling beach profile changes by typhoon impacts at Xiamen coast. Natural Hazards 2019; 95: 783-804. DOI: 10.1007/s11069-018-3520-8

(7) Liu J, Zhou X, Chen W, Xiao H*. Breach Discharge Estimates and Surface Velocity Measurements for an Earth Dam Failure Process Due to Overtopping Based on the LS-PIV Method. Arabian Journal for Science and Engineering 2019; 44:329–339. DOI: 10.1007/s13369-018-3310-3

(8) Feng Y-r, Xiao H*, Peng Y et al. Development and Verification of Coupling Model of Surface Water and Groundwater. Water Resources and Power 2018; 36: 31-34.

(9) Xiao H, Lin P. Numerical Modeling and Experimentation of the Dam-Overtopping Process of Landslide-Generated Waves in an Idealized Mountainous Reservoir. Journal of Hydraulic Engineering 2016; 142. DOI: 10.1061/(asce)hy.1943-7900.0001203

(10) Xiao H, Huang W. Three-Dimensional Numerical Modeling of Solitary Wave Breaking and Force on a Cylinder Pile in a Coastal Surf Zone. Journal of Engineering Mechanics 2015; 141. DOI: 10.1061/(asce)em.1943-7889.0000834

(11) Xiao H, Huang W, Johnson E et al. Effects of Sea Level Rise on Salinity Intrusion in St. Marks River Estuary, Florida, USA. Journal of Coastal Research 2014; 89-96. DOI: 10.2112/si68-012.1

(12) Xiao H, Huang W, Tao J et al. Numerical modeling of wave-current forces acting on horizontal cylinder of marine structures by VOF method. Ocean Engineering 2013; 67: 58-67. DOI: 10.1016/j.oceaneng.2013.01.027

(13) Xiao H, Zhang X. Numerical investigation of the fall rate of a sea-monitoring probe. Ocean Engineering 2012; 56: 20-27. DOI: 10.1016/j.oceaneng.2012.08.002

(14) Xiao H, Huang W, Chen Q. Effects of submersion depth on wave uplift force acting on Biloxi Bay Bridge decks during Hurricane Katrina. Computers & Fluids 2010; 39: 1390-1400. DOI: 10.1016/j.compfluid.2010.04.009

(15) Xiao H, Huang W-r. Effects of turbulence models on numerical simulations of wave breaking and run-up on a mild slope beach. Journal of Hydrodynamics 2010; 22: 166-171. DOI: 10.1016/s1001-6058(09)60188-8

(16) Xiao H, Huang W, Tao J. Numerical modeling of wave overtopping a levee during Hurricane Katrina. Computers & Fluids 2009; 38: 991-996. DOI: 10.1016/j.compfluid.2008.01.025

(17) Huang W, Xiao H. Numerical Modeling of Dynamic Wave Force Acting on Escambia Bay Bridge Deck during Hurricane Ivan. Journal of Waterway Port Coastal and Ocean Engineering 2009; 135: 164-175. DOI: 10.1061/(asce)0733-950x(2009)135:4(164)

(18) Huang W, Yang Q, Xiao H. CFD modeling of scale effects on turbulence flow and scour around bridge piers. Computers & Fluids 2009; 38: 1050-1058. DOI: 10.1016/j.compfluid.2008.01.029

(19) Xiao H, Huang W. Numerical modeling of wave runup and forces on an idealized beachfront house. Ocean Engineering 2008; 35: 106-116. DOI: 10.1016/j.oceaneng.2007.07.009

(20) Xiao H, Liu C, Tao H. Numerical simulation and experiments of a probe descending in the sea. Ocean Engineering 2006; 33: 1343-1353. DOI: 10.1016/j.oceaneng.2005.10.001