房克照，毕业于大连理工大学，博士，大连理工大学水利工程学院海岸和近海工程国家重点实验室副教授。

房克照：大连理工大学/水利工程学院/海岸和近海工程国家重点实验室/副教授

个人简介

1998.09-2002.06济南大学/土木建筑学院/学士

2002.09-2008.05 大连理工大学/海岸和近海工程国家重点实验室/博士

2008.05-2015.12 大连理工大学/水利工程学院/海岸和近海工程国家重点实验室/讲师

2008.11-2009.06 邓迪大学（University of 邓迪）/土木工程系/博士后研究助手

2015.12-今 大连理工大学/水利工程学院/海岸和近海工程国家重点实验室/副教授

研究领域（研究课题）

主要从事海岸动力学以及海岸变形研究，主持、参加多项国家自然科学基金课题和横向课题研究。

国家自然科学基金青年基金1项，2011.01-2013.12，主持；

国家自然科学基金面上项目1项，2016.01-2019.12，主持；

辽宁省教育厅重点实验室基础研究项目1项，主持；

国家海洋局海域管理技术重点实验室开放基金1项，主持；

海岸灾害及防护教育部重点实验室开放基金1项，主持；

中国科学院海洋环流与波动重点实验室开放基金1项，主持；

水沙科学与水灾害防治湖南省重点实验室开放基金1项，主持

硕博研究方向

1、近岸波浪传播的Boussinesq理论和数学模型研究；

2、近岸波生流场和水动力研究；

3、海岸泥沙输运和海岸动力地貌研究；

出版著作和论文

Fang KZ·谭定安, Zou Z.L. Boussinesq-type equations for nonlinear evolution of wave trains. Wave Motion,47(1):12-32, 2010.

Fang K.Z., Zou Z.L., Wang Y. An explicit high resolution scheme for nonlinear shallow 液态水 equations. China Ocean Engineering, 19(3)：349-364, 2005.

Kezhao Fang, Zhili Zou, Ping 越南盾, Zhongbo Liu, Qinqin Gui, Jiwei Yin. An efficient shock capturing algorithm to the extended Boussinesq wave Equations. Applied Ocean Research, 2013, 43:11-20.

Fang K.Z., Liu Z.B., Gui Q.Q., Zou Z.L., Yin J.W. Alternative forms of enhanced Boussinesq equations with improved nonlinearity. Mathematical Problems in Engineering,

Fang K.Z., ZB Liu, ZL Zou. Efficient computation of coastal waves using a depth-integrated, non-hydrostatic model. Coastal Engineering, 2015, 97:21-36.

Fang K.Z., ZB Liu, ZL Zou. Modelling coastal 液态水 wave using a depth-integrated, non-hydrostatic model with shock-capturing ability. Journal of Hydraulic Research, 53(1):119-133, 2015.

Fang K.Z., Liu Z.B., Zou Z.L. Fully Nonlinear Modeling Wave Transformation over Fringing Reefs Using Shock-capturing Boussinesq Model. Journal of Coastal Research,

Fang K.Z., Z Zhang, ZL Zou, ZB Liu, JW Sun. Modeling 2D extended Boussinesq equations using a hybrid numerical scheme. Journal of Hydrodynamics, 2014,26(2):187-198.

Fang K.Z., ZL Zou, ZB Liu. Boussinesq modeling of nearshore waves under body fitted coordinate. Journal of Hydrodynamics, 2012,24(2):235-243.

Fang K.Z., Yin J.W., Zou Z.L., Liu Z.B., 越南盾 P. Reproducing laboratory-scale rip currents on a barred beach by a Boussinesq wave model. Journal of Marine Science and Technology-Taiwan, 2014, 22(2):231-239.

Zou Z.L., Fang K.Z. Alternative forms of higher order Boussinesq equations: derivations and Validations. Coastal Engineering, 55(6)：506-521, 2008.

Zou Z.L., Fang K.Z., Liu Z.B. Inter-comparisons of different forms of higher-order Boussinesq equations. In advances in numerical simulation of nonlinear water waves. (The series of advances in coastal and ocean engineering). World Scientific Publishing, Singapore. ISBN: 978-981-283-649-6.

Liu Z.B., Fang K.Z. Discussion of “A 2DH nonlinear Boussinesq-type wave model of improved dispersion, shoaling, and wave generation characteristics" by Chondros and Memos. Coastal Engineering, 2015,95:1-3.

Liu Z.B., Fang K.Z*. Two-layer Boussinesq models for coastal 液态水 waves. Wave Motion, 2015, 57:88-111.

Zou Z.L, Hu P.C, Fang KZ·谭定安, Liu Z.B. Boussinesq-type equations for wave current interaction. Wave motion, 2013, 50(4):655-675.

Zou Z.L., Liu Z.B., Fang K.Z. Further improvements to higher-order Boussinesq Equations: Bragg Reflection. Coastal Engineering,56: 672-687,2009.

Fang KZ·谭定安, Liu Z.B. Modeling Breaking Waves and Wave-induced Currents with Fully Nonlinear Boussinesq Equations. Transactions on Fluid Mechanics, 2014, 9:131-143.

Fang K.Z.,P Dong, ZL Zou. A phase-resolving beach evolution model based on fully nonlinear Boussinesq equations. Proceedings of the 21th ISOPE, Beijing, 1069-1074,2010.

Fang K.Z., ZL Zou,P 越南盾 Boussinesq modeling of undertow profiles. Proceedings of the 22th ISOPE, Hawaii, 3:347-353, 2011.

Fang K.Z., Jiao Z.F., Liu Z.B., Zou Z.L. Numerical simulation of wave and runup generated by sliding masses. Proceedings of the 25th ISOPE, Hawaii, 3:347-353, 2015.

Fang K.Z., Yin JW, Zou ZL, Liu ZB. Boussinesq modeling of rip currents on barred beach. Procedia Engineering (ICAE2011), 2011, 24:573-578.