2017/07-至今，四川大学，水力学与山区河流开发保护国家重点实验室，助理研究员

2006/09-2016/07，四川大学，水力学与山区河流开发保护国家重点实验室，本硕博

水力学及河流动力学

主要从事高速水流泄洪消能研究，在研课题有，国家自然科学基金青年基金：底部强迫掺气气泡细观特性及演进机制试验研究，2018/01-2020/12，在研，项目负责人；四川大学专职博士后研发基金：底部强迫掺气近壁面气泡特性试验研究，2017/09-2018/12在研，项目负责人；国家自然科学基金面上项目：高速水流表面自掺气和底部强迫掺气共同作用下的掺气浓度分布规律研究，2015/01-2018/12在研，项目参与人

[1] Bai R., Zhou M., Yan Z., Zhang J., and Wang H. (2023). Flow measurement by vegetated weirs: an investigation on discharge coefficient reduction by crest vegetation. Journal of Hydrology. （Accepted）

[2] Hu H., Wang H., Pan D., Wang X., andBai, R（通讯作者）. (2023). Free-surface undulation and velocity turbulence in shallow undular hydraulic jumps.Ocean Engineering, 269: 113566.

[3] Liu, X.,Bai, R（通讯作者）, and Liu, S. (2023). Air entrainment scale effects in chute aerator flows,European Journal of Mechanics / B Fluids. 99, 163-172.

[4] Bai, R., Tang, R., and Wang, H. (2023). Pre-aerated classic hydraulic jump downstream a partly-stepped chute,Journal of Hydraulic Research.（10.1080/00221686.2022.2161961）

[5] Wang, H., Tang, R., Bai, Z., Liu, S., Sang W., andBai, R（通讯作者）. (2023). Prototype air-water flow measurements in D-type hydraulic jumps,Journal of Hydraulic Research.（10.1080/00221686.2022.2132310）

[6] Bai, R., Bai, Z., Wang, H., and Liu, S. (2022). Air-water mixing in vegetated supercritical flow: Effects of vegetation roughness and water temperature on flow self-aeration,Water Resources Research, 58(2): e2021WR031692. 影响因子6.1.

[7] Bai, R., Ning, R., Wang, H., and Liu, S. (2022). Hydraulic jump on a partially vegetated bed,Water Resources Research, 58: e2022WR032013. 影响因子6.1.

[8] Bai, R., Tang, R., and Wang, W. (2022). Closure to “Case Study of Prototype Hydraulic Jump on Slope: Air Entrainment and Free-Surface Measurement”,Journal of Hydraulic Engineering, 148(11), 07022007.

[9] Bai, R., Wang, H., and Liu, S. (2022). Rates of bubble diffusion and turbulence dissipation in highly aerated hydraulic jumps,Water Management (Proceedings of the ICE). 175(5): 233-246.

[10] Bai, R., Zhang, F., Wang, W., and Liu, S. (2022). Air concentration distribution in the impact zone of spillway aerator,Journal of Hydrodynamics, 34(1): 156–161.

[11] Wang, H., Bai, Z., Liu, S., andBai, R（通讯作者）. (2022). Self-aeration of supercritical water flow rushing down artificial vegetated stepped chutes,Water Resources Research, 58(2): e2021WR031719. 影响因子6.1.

[12] Wang, H., Bai, Z., Liu, X.,Bai, R（通讯作者）and Liu, S. (2022). Flow aeration and surface fluctuations in moderate-slope stepped chute: from aeration inception to fully developed aerated flow,Journal of Hydraulic Research, 60(6): 944–958.

[13] Liu, X., Liu, S., Tian, Z., andBai, R（通讯作者）. (2022). Aeration performances in the bottom and lateral near-wall regions of open channel flows downstream a bottom offset aerator,Water Management (Proceedings of the ICE).

[14] Bai, R., Wang, H., Tang, R., Liu, S., and Xu, W. (2021). Roller characteristics of pre-aerated high-Froude-number hydraulic jumps.Journal of Hydraulic Engineering, 147(4), 04021008.

[15] Wang, H., Liu, X.,Bai, R.（通讯作者）, and Liu, S. (2021). Bubble characteristics affecting air-water exchange in open-channel flow with a jet forming over a sudden bottom drop,Experimental Thermal and Fluid Science, 124: 110366. 影响因子3.4.

[16] Wang, H., Liu, X.,Bai, R.（通讯作者）, and Liu, S. (2021). Modified bottom air entrainment estimate by chute offset aerator,Journal of Hydraulic Engineering, 141(11): 06020016.

[17] Bai, R., Liu, S., Wang, W., and Zhang, F. (2019). Experimental investigation of bubbly flow and air entrainment discharge downstream of chute aerators,Environmental Fluid Mechanics, 19(6), 1455-1468.

[18] Bai, R., Liu, S., Wang, W., and Zhang, F. (2019). Experimental investigation of the dissipation rate in a chute aerator flow,Experimental Thermal and Fluid Science, 101: 201–208.

[19] Bai, R., Zhang, F., Wang, W., and Liu, S. (2019). Air entrainment and detrainment downstream of a chute aerator,Journal of Hydrodynamics, 31(4): 76–82.

[20] Bai, R., Liu S., Tian, Z., Wang, W., and Zhang, F. (2018). Experimental investigations on air–water flow properties of offset-aerator,Journal of Hydraulic Engineering, 144(2): 04017059.

[21] Bai, R., Zhang, F., Liu, S., and Wang, W. (2018). Dominant factor and incremental depth formula for self-aerated flow in open channel,Journal of Hydrodynamics, 30(4): 651–656.

[22]Bai, R., Zhang, F., Liu, S., and Wang, W. (2016). Air concentration and bubble characteristics downstream of a chute aerator,International Journal of Multiphase Flow, 87: 156–166. 影响因子4.1.

常用邮箱

bairuidiscu@163.com