论文专著:
在《EstuarineCoastalShelfScience》、《ActaMechanica》、《中国科学》、《应用数学与力学》、《ChinaOceanEngineering》、《水利学报》《海洋学报》《海洋与湖沼学报》等国内外知名刊物发表论文50余篇。
出版专著:
1、《水流泥沙水质数学模型理论及应用》 天津大学出版社 2005
2、《水力学》 天津大学出版社 2007
发表部分英文论文:
[1]Youhua Chen; Yuchuan Bai*; Dong Xu.On the mechanisms of the saltating motion of bedload .International Journal of Sediment Research, 2017, 2017(1): 53-59.
[2]Jie Liu; Yuchuan Bai*; Dong Xu.Mass transport in a thin layer of power-law mud under surface waves .Ocean Dynamics, 2017, 2017(67): 237-251.
[3]Yuchuan Bai; Xin Wang.Theoretical bend flow solutions and velocity dip phenomenon .Journal of Hydraulic Research, 2017, 55(3): 338-348.
[4]Xiaolong Song; Guoqiang Xu; Yuchuan Bai*; Dong Xu.Experiments on the short-term development of sine-generated meandering rivers .Journal of Hydro-environment Research, 2016, 11: 42-58.
[5]Xiaolong Song; Yuchuan Bai*.A new empirical river pattern discriminant method based on flow resistance characteristics .Catena, 2015, 135: 163-172.
[6]Haijue Xu; Yuchuan Bai*. Theoretical analyses on hydrodynamic instability in narrow deep river with variable curvature .Applied Mathematics and Mechanics-English Edition, 2015, 36(9): 1147-1168.
[7]Xu, Dong*; Bai, Yuchuan; Ji, Chunning; Williams, John.Experimental study of the density influence on the incipient motion and erosion modes of muds in unidirectional flows: the case of Huangmaohai Estuary .Ocean Dynamics, 2015, 65(2): 187-201.
[8]Bai, Yu-chuan*; Wang, Zhao-yin.Theory and application of nonlinear river dynamics .International Journal of Sediment Research, 2014, 29(3): 285-303.
[9]Liu Xiao-xie; Bai Yu-chuan*.Turbulent structure and bursting process in multi-bend meander channel .Journal of Hydrodynamics, 2014, 26(2): 207-215.
[10]Song, Xiao-long; Bai, Yu-chuan*; Ying, Chao.A three-dimensional topographic survey based on two-dimensional image information .Journal of Zhejiang University-Science A(Applied Physics & Engineering), 2014, 15(1): 68-82.
[11]Bai, Yuchuan*; Song, Xiaolong; Gao, Shuxian.Efficient investigation on fully developed flow in a mildly curved 180 degrees open-channel .Journal of Hydroinformatics, 2014, 16(6): 1250-1264.
[12]Wu, Yan; Xu, Haijue; Xu, Dong*; Bai, Yuchuan.Incipient Velocity of non-uniform sediment in sloping river bends .Transactions of Tianjin University, 2014, 20(3): 163-167.
[13]Liu, Xiaoxie; Chiew, Yeemeng; Bai, Yuchuan*.Time-dependent sediment transport subjected to downward seepage .Transactions of Tianjin University, 2014, 20(2): 133-138.
[14]Xu, Hai-Jue; Shen, Ying; Bai, Yu-Chuan*.Statistical analysis on motion characteristics of bedload rolling .Journal of Hydraulic Engineering, 2014, 45(10): 1184-1192.
[15]Jianmin Ma; Dong Xu; Yuchuan Bai; John J.R. Williams.Probability model for gravel sediment entrainment in turbulent flows .Journal of Hydro-Environment Research, 2013, 7(3): 154-160.
[16]Bai YuChuan*; Wang Xin; Cao YongGang.Incipient motion of non-uniform coarse grain of bedload considering the impact of two-way exposure .SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2013, 56(8): 1896-1905.
[17]Xu, Dong*; Bai, Yuchuan.Experimental study on the bed topography evolution in alluvial meandering rivers with various sinuousnesses .JOURNAL OF HYDRO-ENVIRONMENT RESEARCH, 2013, 7(2): 92-102.
[18]Bai, Yuchuan*; Cao, Yonggang; Shen, Chen.Flow structure around pneumatic flap gate in dry dock during floating process .Ship Building of China, 2013, 54(1): 146-154.
[19]Bai, Yuchuan*; Zhao, Peng; Ma, Jinhui; Qi, Xiaoming.Pressure calculation for hump of siphon tunnel in dockyard and determination of the optimal radius .Journal of Tianjin University (Science and Technology), 2013, 46(3): 211-216.
[20]Wu, Yan; Bai, Yu Chuan.Three dimensional bursting phenomena in open channel bends .2nd International Conference on Civil, Architectural and Hydraulic Engineering, ICCAHE 2013, China, 2013-07-27 to 2013-07-28.
[21]Liu Xiaoxie; Bai Yuchuan*. Three-dimensional bursting phenomena in meander channel .Trans. Tianjin Univ, 2013, 1(1): 17-24.
[22]XU haijue; Bai Yuchuan*.The nonlinear theory for sediment ripple dynamic process of straight river .Science China-Technological Sciences, 2012, 55(3): 753-771.
[23]Wu, Yan; Han, Qi-Wei; Bai, Yu-Chuan*.Incipient velocity of non-uniform sediment on sloping fluvial beds .Journal of Tianjin University (Science and Technology), 2012, 45(3): 209-214.
[24]Pang, Qi-Xiu*; Bai, Yu-Chuan; Yang, Hua; Zhang, Rui-Bo; Jia, Zhi-Bo.Critical stress profile for incipient sediment motion on muddy shoals .Advances in Water Science, 2012, 23(2): 249-255.
[25]Bai, Yu-Chuan*; Chen, You-Hua; Han, Qi-Wei.Bed load saltation movement mechanism .Journal of Tianjin University (Science and Technology), 2012, 45(3): 196-201.
[26]Cao, Yonggang; Jiang, Changbo; Bai, Yuchuan*.Wave attenuation properties of double trapezoidal submerged breakwaters on flat-bed .Transactions of Tianjin University, 2012, 18(6): 401-410.
[27]Bai Yuchuan*; Ji Ziqing; Xu Haijue*.Stability and self-adaption character of turbulence coherent structure in narrow-deep river bend .SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2012, 55(11): 2990-2999.
[28]Yang, Yanhua*; Bai, Yuchuan; Xu, Haijue.RETRACTED ARTICLE: A flume study on river migration .(iCBBE) 2011 5th International Conference on Bioinformatics and Biomedical Engineering, China, 2011-05-10 to 2011-05-12.
[29]Cui, He*; Bai, Yuchuan.Reological properties of cohesive sediment in estuary .5th International Conference on Bioinformatics and Biomedical Engineering, iCBBE 2011, China, 2011-05-10 to 2011-05-12.
[30]Yang, Yanhua*; Bai, Yuchuan; Xu, Haijue.Numerical computation of two-dimensional tidal current and sediment for DaPengao .5th International Conference on Bioinformatics and Biomedical Engineering, iCBBE 2011, China, 2011-05-10 to 2011-05-12.
[31]Cui, He*; Bai, Yuchuan.Experiment study on flocculation process and settling velocity of cohesive sediment .5th International Conference on Bioinformatics and Biomedical Engineering, iCBBE 2011, China, 2011-05-10 to 2011-05-12.
[32]Xu dong; baiyuchuan*.Numerical investigation of long-term planform dynamics and stability of river meandering on fluvial floodplains .Geomorphology, 2011, 132: 195-207.
[33]Cao, Yong-Gang*; Bai, Yu-Chuan; Jiang, Chang-Bo.An experimental study of two submerged breakwaters affecting wave propagation on a sloping bed .2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011, China, 2011-04-22 to 2011-04-24.
[34]Cui, He*; Bai, Yuchuan; Niu, Junyi.Study on the synchronous-asynchronous encounter probability of annual runoff series in Luanhe river basin .2011 International Conference on Electric Technology and Civil Engineering, ICETCE 2011, China, 2011-04-22 to 2011-04-24.
[35]Bai yuchuan*; yang yanhua.The dynamic stability of the flow in a meander channel .Science China, 2011, 54(4): 931-940.
[36]Bai, Yu-Chuan*; Yang, Xi-Gen; Ji, Zi-Qing; Qi, Xiao-Ming.Interaction between submarine pipelines and sand seabed under the effect of wave .Journal of Tianjin University (Science and Technology), 2011, 44(1): 64-68.
[37]Yuchuan Bai*; Haijue Xu.Hydrodynamic instability of hyper-concentrated flows of Yellow River .Journal of Hydraulic Research, 2010, 48(6): 742-753.
[38]Yong-gang Cao; Chang-bo Jiang; Yu-chuan Bai.Numerical study on flow structure near two impermeable trapezoid submerged breakwaters on slop bottoms .Journal of Hydrodynamics, 2010, 22(5, Supplement 1): 190-196.
[39]Xu HaiJue; Bai YuChuan.Stability characteristics of the open channel flow above the asymmetrical irregular sand ripples .Science China Physics,Mechanics & Astronomy, 2010, 53(8): 1515-1529.
[40]Xueyan Zhang; Bai, Yuchuan; Ng, Chiu-On.Rheological Properties of Some Marine Muds Dredged from China Coasts .The Proceedings of the Twentieth International Offshore and Polar Engineering Conference, China,Beijing, 2010-06-20 to 2010-06-25.
[41]Xu HaiJue; Bai YuChuan.Stability characteristics of hyper-concentration flow in open channel .Science in China - Series G: Physics Mechanics and Astronomy , 2008, 51(9): 1316-1338.
[42]Bai Yuchuan; Zhang Yinqi; Zhang Bin.Applications of sediment sudden deposition model based on the third-generation numerical model for shallow water wave .Acta Oceanologica Sinica, 2007, 26(3): 142-149.
[43]Bai Yu-chuan*; Xu Dong; Lu Dong-qiang.NUMERICAL SIMULATION OF TWO-DIMENSIONAL DAM-BREAK FLOWS IN CURVED CHANNELS .Journal of Hydrodynamics, 2007, 19(6): 726-735.
[44]Bai Yu-chuan; Xu Dong.Experimental study on turbulent characteristics of flow over sand rippled bed .Conference on Global Chinese Scholars on Hydrodynamics, China, 2006-07-11 to 2006-07-14.
[45]Bai Yu-chuan; Xu Dong.Experimental study on turbulent characteristics of flow over sand rippled bed .Conference on Global Chinese Scholars on Hydrodynamics, China, 2006-07-11 to 2006-07-14.
[46]Bai Yuchuan; Xu Haijue; Xu Dong; Chiu-On Ng.Nonlinear dynamical characteristics of bed load motion .Science in China - Series E: Technological Sciences , 2006, 49(3): 365-384.
[47]Bai, YC; Ng, CO; Huang, T.A numerical study on the structure and dynamics of turbulence in oscillatory bottom layer flow over a flat or rippled bed .China Ocean Engineering, 2006, 20(1): 45-60.
[48]Bai, YC; Xu, HJ; Lu, DQ.Nonlinear evolution of wave on small-amplitude uneven sloping bed .应用数学和力学(英文版), 2005, 26(5): 654-661.
[49]Ng, CO; Bai, YC.Dispersion in oscillatory Couette flow with sorptive boundaries .Acta Mechanica, 2005, 178(1-2): 65-84.
[50]Yuchuan Bai; Shenqi Xu; Haijue Xu. Linear analysis on instability characteristics of laminar flow over sand ripples .Proceedings of the Ninth International Symposium on River Sedimentation, China,Hubei,Yichang, 2004-10-18 to 2004-10-21.
[51]Jiang Changbo、Bai Yuchuan、Zhao zidan、Zhang Hongwu,Wave bottom layers dynamic with suspended sediment over vortex ripples Journal of Hydrodynamics, 2004年16(2):201-208,EI核心版检索(备注:第一作者为申请人的博士研究生)。
[52]Yuchuan Bai; Zhaoyin Wang; Huanting Shen.Three-dimensional modelling of sediment transport and the effects of dredging in the Haihe Estuary .Estuarine, Coastal and Shelf Science, 2003, 56(1): 175-186. SCI检索刊物IDS:663UD
[53]*Bai Yuchuan、Wang Zhaoyin,Large eddy simulation for plunging breaker wave, Journal of hydrodynamics,Ser. B,2003,4:70-78,EI核心版检索
[54]NG Chiu-on; FU Sau-chung; BAI Yu-chuan.Mass transport in a thin layer of Bi-viscous mud under surface waves .China Ocean Engineering, 2002, 16(4): 423-436. ,SCI检索, IDS:618GX
[55]BAI Yu-chuan; Chiu-On Ng; SHEN Huan-ting; WANG Shang-yi.Rheological Properties and Incipient Motion of Cohesive Sediment in the Haihe Estuary of China .China Ocean Engineering, 2002, 16(4): 483-498. SCI检索, IDS:618GX
[56]Jiang Chang-bo; Chen Yong-kuan; Bai Yu-chuan; Zhao Zi-dan.Numerical simulation of separated flow near groyne .Journal of Hydrodynamics, 2002, (4): 47-52. EI核心版检索(备注:第一作者为申请人的博士研究生)。
[57]Bai YC; Luo JS.The loss of stability of laminar flow in open channel and the mechanism of sand ripple formation .Applied Mathematics and Mechanics-English Edition, 2002, 23(3): 276-293. EI\SCI双检刊物,IDS:556FJ,EI核心版检索:02397110322
[58]BAI Yuchuan; C.O.NG.Large eddy simulation for plunge breaker and sediment suspension .China Ocean Engineering, 2002, 16(2): 151-164. SCI检索, IDS:568TY
[59]Bai Yuchuan*、Andreas Malcherek、Jiang Changbo, A Linear Theory for Disturbance of Coherent Structure and Mechanism of Sand Wave in open channel flowt,International Journal of Sediment Research, 2001年,15(2):234-243.
[60]Bai Yu-chuan; Wang Zhao-y in.Large eddy simulation for plunging breaker wave .Journal of Hydrodynamics, 2001, (4): 70-80.
[61]BAI Yuchuan; JIANG Changbo; SHEN Huantin.Large Eddy Simulation for Wave Breaking in the Surf Zone .China Ocean Engineering, 2001, 15(4): 541-552. SCI检索,IDS:510UC
[62]Bai, Yuchuan; Wan, Yanchun; Huang, Bensheng; Gu, Yuanyan.Review on development of numerical simulation of unsteady flow in river networks.Journal of Hydraulic Engineering, 2000, (12): 43-47.
[63]BAI Yuchuan; SHEN Huanting; HU Shixiong.Three-dimensional modelling of sediment transport and the effects of dredging in Estuary Regions-- a Case Study of the Haihe River Mouth .International Journal of Sediment Research, 2000, 15(4): 410-423.
[64]Bai, Yuchuan; Gu,Yuanyan; Xing, Huanzheng.Mathematical model for sediment motion and optimization of dredging scheme for Duliu river estuary.Journal of Hydraulic Engineering, 1999, (11): 53-60.
[65]Bai, Yuchuan; Yu, Tianyi; Zhang, Liqing.Hybrid finite element mesh automatic generation method and its application.港口工程, 1997, (4): 34-36.
[66]BAI Yuchuan; JI Ziqing; ZHANG Mingjin.A type of dynamic mechanism of river hydraulic geometry .中国科学 技术科学(英文版).
发表中文期刊论文:
[1]曹永港,白玉川,陈宜展,邓丹,欧阳永忠,冯砚青,江林,廖世智,肖志建.海口湾东部海域淤积趋势机制分析[J].海洋与湖沼,2022,53(04):906-916.
[2]许栋,翟思涵,白玉川.江苏沿海滩涂利用模式遥感影像解译和时空变化分析[J].测绘与空间地理信息,2022,45(01):10-15.
[3]徐海珏,宋晓龙,白玉川.入湖三角洲水道结构对流量的随机响应试验研究[J].天津大学学报(自然科学与工程技术版),2022,55(01):101-110.
[4]白玉川,史丰硕,徐海珏,黄哲.渤海湾大规模围填海导致的岸线变化及潮流场响应分析[J].海洋通报,2021,40(06):621-635.
[5]白玉川,李彬,徐海珏,冀自青.基岩弯曲河段洪水水流结构的试验研究[J].水科学进展,2022,33(01):102-110.DOI:10.14042/j.cnki.32.1309.2022.01.010.
[6]徐海珏,刘欣悦,宋晓龙,白玉川.不同流量入湖三角洲演变特性试验研究[J].泥沙研究,2022,47(01):30-36+58.DOI:10.16239/j.cnki.0468-155x.2022.01.005.
[7]王刚,张甲波,白玉川,杨燕雄,黄哲,刘会欣,肖桂珍.海岸建筑退缩线的综合划定体系——以秦皇岛沿岸为例[J].海洋开发与管理,2021,38(12):58-66.DOI:10.20016/j.cnki.hykfygl.2021.12.006.
[8]白玉川,李晓文,徐海珏,宋晓龙.赣江尾闾河网地形变化对洪季水动力的影响[J].水力发电学报,2022,41(03):9-21.
[9]李彬,张金良,白玉川.基于Landsat_8影像的泾河峡谷段高含沙河流信息提取方法[J].人民黄河,2022,44(01):75-79.
[10]张金良,刘军政,白玉川,徐海珏,李岩.黄河下游宽滩过渡型河段水沙变化及地形调整[J].水力发电学报,2021,40(11):1-12.
[11]白玉川,温志超,徐海珏,张金良.高含沙水流与泥沙异重流之间分界线的确定方法[J].泥沙研究,2021,46(04):1-7.DOI:10.16239/j.cnki.0468-155x.2021.04.001.
[12]白玉川,温志超,徐海珏,黄哲,张金良.高流速含沙浑水体流变特性试验研究[J].水力发电学报,2021,40(09):55-66.
[13]辛玮琰,白玉川,刘万利,张明进.入湖三角洲阶段性沉积演变过程实验研究[J].水力发电学报,2021,40(08):43-56.
[14]张金良,李岩,白玉川,徐海珏,罗秋实,黄哲.黄河下游花园口-高村河段泥沙时空分布及地貌演变[J].水利学报,2021,52(07):759-769.DOI:10.13243/j.cnki.slxb.20200707.
[15]温志超,徐海珏,白玉川.浑水-浮泥分层流动稳定性判别标准[J].水动力学研究与进展(A辑),2021,36(02):252-264.DOI:10.16076/j.cnki.cjhd.2021.02.012.
[16]李岩,张金良,白玉川,付健.圆管有压流输沙与泥沙垂向分选特性试验研究[J].泥沙研究,2021,46(03):10-15+27.DOI:10.16239/j.cnki.0468-155x.2021.03.002.
[17]许栋,吴昀峰,白玉川,季则舟.复式航道波浪变形及输沙影响数值模拟研究[J].泥沙研究,2021,46(02):7-14.DOI:10.16239/j.cnki.0468-155x.2021.02.002.
[18]杨树青,白玉川,彭永勤,周鹏.沙质床面河道演化过程湿润带渗流规律试验分析[J].水资源与水工程学报,2020,31(06):143-150.
[19]李彬,徐海珏,白玉川,冀自青.常曲率弯道二维流动稳定性与非线性演化规律分析[J].力学学报,2021,53(01):168-183.
[20]曹玉芬,白玉川,高术仙.连续弯道水槽水流结构与床面形态试验研究[J].天津大学学报(自然科学与工程技术版),2020,53(12):1226-1235.
[21]白玉川,向雨田,白洋,张金良.黄河下游的三角洲特性及未来治理思路[J].科学,2020,72(05):40-43+4.
[22]白玉川,李岩,张金良,白洋,冀自清.黄河下游高村-陶城铺河段边界阻力能耗与河床稳定性分析[J].水利学报,2020,51(09):1165-1174.DOI:10.13243/j.cnki.slxb.20200305.
[23]白玉川,辛玮琰,徐海珏.三角洲初始段射流边界层相似解求解[J].应用数学和力学,2020,41(09):1011-1025.
[24]李岩,张金良,白玉川,万占伟,罗秋实,胡文励.有压输沙管道脉动压强特性试验研究[J].水利学报,2020,51(08):967-978.DOI:10.13243/j.cnki.slxb.20190907.
[25]赵多苍,白玉川,拾兵.人工沙坝消波和养护海滩性能研究[J].海洋湖沼通报,2020(02):100-106.DOI:10.13984/j.cnki.cn37-1141.2020.02.012.
[26]徐海珏,胡萍,白玉川,杨波.木本植被覆盖岸坡上波浪爬升过程的数值模拟研究[J].海洋学报,2020,42(03):10-24.
[27]曹玉芬,高术仙,白玉川.正弦派生曲线弯道水流结构特征实验研究[J].水力发电学报,2020,39(04):21-32.
[28]许栋,张炳昌,徐彬,白玉川,及春宁.复式断面明渠浅滩水深及雷诺数对湍流结构影响的大涡模拟研究[J].水动力学研究与进展(A辑),2020,35(01):74-83.DOI:10.16076/j.cnki.cjhd.2020.01.012.
[29]白玉川,张慧茜,张金良.晋西北典型黄土陡坡急流冲刷调查研究[J].水利水电技术,2020,51(07):186-200.DOI:10.13928/j.cnki.wrahe.2020.07.024.
[30]黄哲,白玉川.基于绕流阻力理论的无粘性土渗透系数的计算[J].地下空间与工程学报,2019,15(06):1757-1764.
[31]王虎,粟莉,白玉川.河口海岸铁板砂研究进展[J].水利水电快报,2019,40(11):5.
[32]徐海珏,吴金森,白玉川.波浪扰动下河口幂律异重流的动力场分布特性[J].力学学报,2019,51(06):1699-1711.
[33]白玉川,温志超,徐海珏,廖世智,曹永港,夏华永.三维海洋水动力计算σ坐标转换存在的问题及改进方法[J].应用数学和力学,2019,40(08):840-855.
[34]白玉川,李彬,徐海珏,姜云鹏,刘海源.大跨度泵站多人字型前池导流墩整流分析[J].水电能源科学,2019,37(06):75-79.
[35]王虎,粟莉,白玉川.河口海岸铁板砂研究进展[J].水科学进展,2019,30(04):601-612.DOI:10.14042/j.cnki.32.1309.2019.04.015.
[36]杨树青,白玉川,徐海珏.基于河流阻力能耗的河型判别方法[J].水力发电学报,2019,38(08):61-74.
[37]白玉川,谢琦,徐海珏.黄河口近60年来潮流特征演化过程[J].海洋通报,2019,38(02):141-149.
[38]白玉川,温志超,徐海珏.围海造陆条件下排海高温浓盐水对渤海湾温盐场分布影响模拟及预测[J].海洋学报,2019,41(03):62-75.
[39]张炳昌,许栋,及春宁,白玉川.大宽深比变曲率弯道水动力结构大涡模拟研究[J].水力发电学报,2019,38(06):77-91.
[40]白玉川,温志超,徐海珏,廖世智,曹永港,夏华永,BAI Yuchuan,WEN Zhichao,XU Haijue,LIAO Shizhi,CAO Yonggang,XIA Huayong. Problems and Improved Methods of 3D Ocean Hydrodynamic Calculation With the σ Coordinate Transformation[J]. Applied Mathematics and Mechanics,2019,40(8).
[41]任春平,季海嘉,白玉川.平直缓坡上破波带内污染物输移速度实验研究[J].应用基础与工程科学学报,2019,27(01):1-14.DOI:10.16058/j.issn.1005-0930.2019.01.001.
[42]白玉川,谢琦,徐海珏.黄河口高流速区近50年演变过程[J].海洋地质前沿,2018,34(10):1-11.DOI:10.16028/j.1009-2722.2018.10001.
[43]苏俐珊,徐海珏,白玉川.长江口水动力特征的洪枯季差异分析[J].港工技术,2018,55(05):1-6.DOI:10.16403/j.cnki.ggjs20180501.
[44]赵多苍,纪尊众,白玉川,樊立龙.跨海桥梁大直径钻孔桩冲击钻进参数研究[J].施工技术,2018,47(19):89-92.
[45]徐海珏,胡晓,白玉川,杨浩俊,邹大胜,白洋.入湖三角洲形成过程与淤积形态变化的实验研究[J].水力发电学报,2019,38(01):52-62.
[46]杨树青,白玉川,徐海珏,黄哲.河岸植被覆盖影响下的河流演化动力特性分析[J].水利学报,2018,49(08):995-1006.DOI:10.13243/j.cnki.slxb.20180310.
[47]宋晓龙,白玉川.一种正弦派生曲线弯道的演变试验研究[J].泥沙研究,2018,43(04):16-23.DOI:10.16239/j.cnki.0468-155x.2018.04.003.
[48]许栋,黄雄合,及春宁,白玉川.小角度斜向入流条件下复式断面明渠流速重分布线性理论[J].应用数学和力学,2018,39(07):785-797.
[49]白玉川,杨树青,徐海珏.不同河岸植被种植密度情况下河流演化试验分析[J].水力发电学报,2018,37(11):107-120.
[50]白玉川,胡晓,徐海珏,邹大胜,白洋.入湖浅水三角洲形成过程实验模拟分析[J].水利学报,2018,49(05):549-560.DOI:10.13243/j.cnki.slxb.20171157.
[51]辛玮琰,徐海珏,白玉川.基于河流阻力参数与活动指标的河型判别法[J].水力发电学报,2018,37(04):90-100.
[52]许栋,杨海滔,王迪,及春宁,白玉川,季则舟.河道斜交桥墩壅水特性数值模拟研究[J].水力发电学报,2018,37(08):55-63.
[53]宋晓龙,白玉川.基于河流阻力规律的河型统计与分类[J].水力发电学报,2018,37(01):49-61.
[54]许栋,黄雄合,及春宁,白玉川,XU Dong,HUANG Xionghe,JI Chunning,BAI Yuchuan. Linear Theory of Velocity Redistribution for Flow in Compound Open Channels Under Inflow With Small Oblique Angles[J]. Applied Mathematics and Mechanics,2018,39(7).
[55]黄哲,白玉川.渗流作用下的泥沙运动研究综述[J].泥沙研究,2017,42(06):73-80.DOI:10.16239/j.cnki.0468-155x.2017.06.012.
[56]刘晓亮,许栋,黄雄合,杨海滔,白玉川.墩柱绕流水动力特性实验和大涡模拟研究[J].港工技术,2017,54(06):20-23.DOI:10.16403/j.cnki.ggjs20170604.
[57]黄雄合,许栋,及春宁,白玉川,刘洪昌.明渠砂质床面桩柱冲刷与导流防护试验研究[J].水利水电技术,2017,48(11):128-133+149.DOI:10.13928/j.cnki.wrahe.2017.11.022.
[58]蔡银娟,景何仿,李春光,白玉川,吴砚婕.基于MRT-LBE模型的植被水流数值模拟研究[J].人民黄河,2017,39(10):15-21.
[59]涂晶,白玉川,徐海珏,张哲源.渤海湾围垦工程引起的岸线及潮流变化[J].港工技术,2017,54(04):1-4.DOI:10.16403/j.cnki.ggjs20170401.
[60]张哲源,徐海珏,白玉川,胡晓,李浩宇.基于卫星遥感技术的赣江尾闾河势演变分析[J].水利水电技术,2017,48(07):20-27.DOI:10.13928/j.cnki.wrahe.2017.07.004.
[61]任春平,白玉川.规则波导斯托克斯漂移对污染物输移的影响[J].水科学进展,2017,28(04):605-613.DOI:10.14042/j.cnki.32.1309.2017.04.015.
[62]罗恒,白玉川,徐海珏.赣江尾闾河段洲头控导工程的整治效果分析[J].港工技术,2017,54(03):1-6.DOI:10.16403/j.cnki.ggjs20170301.
[63]胡皓,白玉川,匡峰.赣江下游外洲河段水沙特性及冲淤演变分析[J].水电能源科学,2017,35(05):29-32.
[64]冀坷帆,徐海珏,白玉川.清水冲刷下非均匀卵石床面粗化过程及分选模式[J].水力发电学报,2017,36(04):58-70.
[65]白玉川,罗恒,徐海珏,邹大胜.赣江尾闾主支河道整治效果分析[J].水运工程,2017(04):117-123+130.DOI:10.16233/j.cnki.issn1002-4972.2017.04.020.
[66]白玉川,冀自青,徐海珏.摆动河槽水动力稳定性特征分析[J].力学学报,2017,49(02):274-288.
[67]申振东,许栋,白玉川,及春宁,Ante Munjiza.基于联合有限元-离散元的混凝土重力坝破坏三维仿真模拟[J].计算力学学报,2017,34(01):49-56.
[68]刘洁,白玉川.周期性压力作用下单层幂律流底泥流场分布[J].海洋通报,2017,36(01):52-59.
[69]白玉川,洪育超,王勇,徐海珏.北槽坝田环流特征及环流对坝田冲淤的影响[J].港工技术,2017,54(01):1-6.DOI:10.16403/j.cnki.ggjs20170101.
[70]赵鹏,白玉川.船坞虹吸双廊道消能特性及其体型优化研究[J].水利水电技术,2017,48(01):101-105+110.DOI:10.13928/j.cnki.wrahe.2017.01.019.
[71]白玉川,徐国强.kinoshita派生弯道水流三维数值模拟[J].港工技术,2016,53(06):7-11.DOI:10.16403/j.cnki.ggjs20160602.
[72]高术仙,徐海珏,白玉川.常曲率大深宽比河湾拟序扰动结构与床面响应关系探讨[J].应用数学和力学,2016,37(10):1100-1117.
[73]胡聿涵,白玉川,徐海珏.近10年中国城市道路塌陷原因及防治对策分析[J].公路,2016,61(09):130-135.
[74]白玉川,高术仙,徐国强.常曲率U型弯道水流结构与泥沙冲淤试验研究[J].水利水电技术,2016,47(09):75-79.DOI:10.13928/j.cnki.wrahe.2016.09.015.
[75]刘洁,白玉川,徐海珏.幂律流底泥的质量输移和流场[J].浙江大学学报(工学版),2016,50(09):1798-1805.
[76]高术仙,徐海珏,白玉川.近临界弯曲比率水槽水流与近床剪应力特性[J].天津大学学报(自然科学与工程技术版),2017,50(07):717-724.
[77]谢灵运,王勇,白玉川.通州湾建港工程对辐射沙洲海域潮流泥沙条件的影响[J].港工技术,2016,53(04):1-6.DOI:10.16403/j.cnki.ggjs20160401.
[78]白玉川,洪育超,王勇,徐海珏,陆婷婷,苏俐珊.概念性河口及长江口淤积机制分析模拟[J].海洋科学,2016,40(08):138-149.
[79]任春平,白玉川.沙坝地形上沿岸流不稳定运动模式变化特性[J].水科学进展,2016,27(03):403-411.DOI:10.14042/j.cnki.32.1309.2016.03.008.
[80]许栋,PAyet David,及春宁,徐彬,白玉川,刘红波.浅水方程大规模并行计算模拟城市洪水演进[J].天津大学学报(自然科学与工程技术版),2016,49(04):341-348.
[81]许栋,及春宁,白玉川.基于生活实践的工程流体力学启发性教学初探[J].力学与实践,2016,38(02):195-198.
[82]许栋,徐彬,David PAyet,白玉川,及春宁.基于GPU并行计算的浅水波运动数值模拟[J].计算力学学报,2016,33(01):114-121.
[83]刘洁,白玉川.Mass transport in a thin layer of power-law fluid in an Eulerian coordinate system[J].Journal of Hydrodynamics,2016,28(01):66-74.
[84]高术仙,徐海珏,白玉川,GAO Shu xian,XU Hai jue,BAI Yu chuan. Coherent Disturbance Structures and Bed Topography Responses in Large Depth-to-Width Ratio River Bends With Constant Curvatures[J]. Applied Mathematics and Mechanics,2016,37(10).
[85]许栋,徐彬,白玉川,符传君,李龙兵.基于二维浅水模拟的河道滩地洪水淹没研究[J].水文,2015,35(06):1-5+23.
[86]刘洁,刘洁玉,白玉川.黏性泥沙流变特性及其临界起动的研究[J].泥沙研究,2015(06):59-64.DOI:10.16239/j.cnki.0468-155x.2015.06.010.
[87]白玉川,高术仙,徐国强.常曲率U型弯道水流紊动特性试验研究[J].水利水电技术,2015,46(11):134-137.DOI:10.13928/j.cnki.wrahe.2015.11.029.
[88]刘凯捷,徐海珏,白玉川,王鑫.卵砾石床面粗化层级配预报试验研究[J].水电能源科学,2015,33(07):128-131.
[89]李娇娇,白玉川,徐海珏.基于河流阻力规律的砂砾质河型分类方法研究[J].中国科学:技术科学,2015,45(07):721-736.
[90]张明进,杨燕华,张华庆,白玉川.三峡水库蓄水后守护型工程对改善长江中游航道条件的作用[J].水利水电科技进展,2015,35(04):55-58+74.
[91]陆婷婷,徐海珏,白玉川.长江口深水航道回淤二维数值模拟分析[J].水资源与水工程学报,2015,26(02):156-160.
[92]白玉川,王令仪,杨树青.基于阻力规律的床面形态判别方法[J].水利学报,2015,46(06):707-713.DOI:10.13243/j.cnki.slxb.20140789.
[93]曹永港,白玉川,王俊勤,廖世智,许栋.南海海底管道冲刷深度预测(英文)[J].Journal of Marine Science and Application,2015,14(01):83-92.
[94]戴霞,白玉川.围海工程带来的潮流变化[J].水资源与水工程学报,2015,26(01):136-142.
[95]曹永港,白玉川,蒋昌波,王俊勤,夏华永.基于局部冲刷的海底管道周围流动结构分析[J].科学技术与工程,2015,15(01):8-17.
[96]张明进,白玉川,张华庆.三峡水库对长江中游牯牛沙水道的影响分析及航道整治研究[J].水利水电技术,2014,45(10):65-69.DOI:10.13928/j.cnki.wrahe.2014.10.016.
[97]白玉川,陈献.莺歌咀附近岸段沿岸输沙率的计算与分析[J].泥沙研究,2014(05):25-31.DOI:10.16239/j.cnki.0468-155x.2014.05.007.
[98]徐海珏,熊润东,白玉川.基于两相流模式的水流挟沙力研究[J].泥沙研究,2014(05):48-53.DOI:10.16239/j.cnki.0468-155x.2014.05.010.
[99]徐海珏,沈颖,白玉川.推移质滚动的机理及统计规律[J].水利学报,2014,45(10):1184-1192.DOI:10.13243/j.cnki.slxb.2014.10.006.
[100]吕彪,白玉川,黎国森,李少希.完全三维自由表面非静水压力流动数学模型Ⅱ:验证[J].水力发电学报,2014,33(03):150-157.
[101]张明进,白玉川,张华庆,金生.基于非静压三维数值模型的丁坝水毁研究[J].水力发电学报,2014,33(03):179-188.
[102]刘洁,白玉川.波浪作用下黏性泥沙运动研究综述[J].力学与实践,2014,36(03):253-260.
[103]吴岩,徐海珏,许栋,白玉川.Incipient Velocity of Non-uniform Sediment in Sloping River Bends[J].Transactions of Tianjin University,2014,20(03):163-167.
[104]张明进,杨燕华,白玉川.弯曲河流湍流结构动力演化特征[J].应用基础与工程科学学报,2014,22(03):469-480.
[105]宋晓龙,白玉川.基于数字图像技术的卵石模糊聚类[J].计算机应用研究,2014,31(05):1566-1570.
[106]刘小谢,赵以明,白玉川.Time-Dependent Sediment Transport Subjected to Downward Seepage[J].Transactions of Tianjin University,2014,20(02):133-138.
[107]刘小谢,白玉川.Turbulent structure and bursting process in multi-bend meander channel[J].Journal of Hydrodynamics,2014,24(02):207-215.
[108]陈汉宝,徐海珏,白玉川.振荡流底层拟序结构运动理论模式[J].天津大学学报(自然科学与工程技术版),2014,47(03):267-275.
[109]吴岩,白玉川.渗流作用下的岸坡非均匀沙起动[J].水利水电技术,2014,45(01):136-138+142.DOI:10.13928/j.cnki.wrahe.2014.01.009.
[110]陈汉宝,刘海源,徐亚男,白玉川.风浪与涌浪相互影响的实验[J].天津大学学报(自然科学与工程技术版),2013,46(12):1122-1126.
[111]曹永港,白玉川,白翠兰.考虑水平隐蔽度影响的卵石周围水流结构分析[J].泥沙研究,2013(05):1-9.DOI:10.16239/j.cnki.0468-155x.2013.05.002.
[112]吕彪,白玉川.具有复杂计算域的三维非静压流动数值模拟[J].泥沙研究,2013(05):64-68.DOI:10.16239/j.cnki.0468-155x.2013.05.011.
[113]白玉川,王鑫,曹永港.双向暴露度影响下的非均匀大粒径泥沙起动[J].中国科学:技术科学,2013,43(09):1010-1019.
[114]陈有华,白玉川.平衡输沙条件下非均匀推移质运动特性[J].应用基础与工程科学学报,2013,21(04):657-669.
[115]谭艳,许栋,白玉川,及春宁.关于圆柱绕流水动力特性的大涡数值模拟研究[J].港工技术,2013,50(03):5-8.DOI:10.16403/j.cnki.ggjs2013.03.001.
[116]陈方旎,沈颖,白玉川.水泵站进水池物理模型试验研究[J].水资源与水工程学报,2013,24(02):155-159.
[117]白玉川,曹永港,慎辰.干船坞气控式卧倒门起浮过程流动分析[J].中国造船,2013,54(01):146-154.
[118]白玉川,赵鹏,马金辉,戚晓明.船坞虹吸灌水廊道驼峰压强计算及最优半径的确定[J].天津大学学报,2013,46(03):211-216.
[119]白玉川,应超.二维潮流数学模型可视化平台建设[J].实验室研究与探索,2013,32(03):92-94.
[120]刘小谢,白玉川.Three-Dimensional Bursting Phenomena in Meander Channel[J].Transactions of Tianjin University,2013,19(01):17-24.
[121]曹永港,蒋昌波,白玉川.Wave Attenuation Properties of Double Trapezoidal Submerged Breakwaters on Flat-Bed[J].Transactions of Tianjin University,2012,18(06):401-410.
[122]白玉川,冀自青,徐海珏.窄深型河湾多尺度紊流拟序结构动力稳定与自适应特征研究[J].中国科学:技术科学,2012,42(11):1264-1273.
[123]巩世杰,郑宝友,白玉川,高峰.不同沉箱结构形式防波堤对港内泊稳影响的试验研究[J].水道港口,2012,33(05):375-379.
[124]白玉川,冀自青,杨艳静.沿岸输沙计算研究综述[J].泥沙研究,2012(05):70-80.DOI:10.16239/j.cnki.0468-155x.2012.05.009.
[125]白玉川,陈有华,陈云飞.波浪作用下孤立砂球稳定性条件研究[J].海洋工程,2012,30(03):159-163.DOI:10.16483/j.issn.1005-9865.2012.03.014.
[126]徐海珏,白玉川.顺直河流沙纹动力演变过程的非线性理论[J].中国科学:技术科学,2012,42(05):603-621.
[127]白玉川,贾立新,季则舟,王宇.船坞竖井闸阀输水廊道水力特性的数值模拟研究[J].港工技术,2012,49(02):43-45.DOI:10.16403/j.cnki.ggjs2012.02.022.
[128]赵鹏,白玉川.基于数值模拟的船坞虹吸灌水廊道流量系数计算[J].中国造船,2012,53(01):123-129.
[129]白玉川,陈有华,韩其为.泥沙颗粒跃移运动机理[J].天津大学学报,2012,45(03):196-201.
[130]吴岩,韩其为,白玉川.斜坡上非均匀沙分组起动流速[J].天津大学学报,2012,45(03):209-214.
[131]庞启秀,白玉川,杨华,张瑞波,贾志博.淤泥质浅滩泥沙临界起动切应力剖面确定[J].水科学进展,2012,23(02):249-255.DOI:10.14042/j.cnki.32.1309.2012.02.011.
[132]白玉川,冀自青,刘小谢,徐海珏,杨树青,杨燕华.常曲率窄深型弯曲河流水流动力稳定特征理论研究[J].中国科学:物理学 力学 天文学,2012,42(02):162-171.
[133]杨树青,白玉川.边界条件对自然河流形成及演变影响机理的实验研究[J].水资源与水工程学报,2012,23(01):1-5.
[134]白玉川,刘洁玉,杨树青.火电厂冷却水系统水力过渡过程数值模拟[J].水利水电技术,2011,42(12):25-28+33.DOI:10.13928/j.cnki.wrahe.2011.12.011.
[135]白玉川,杨艳静,王靖雯.渤海湾海岸古气候环境及其对海岸变迁的影响[J].水利水运工程学报,2011(04):18-26.DOI:10.16198/j.cnki.1009-640x.2011.04.007.
[136]杨燕华,白玉川.连续弯道水流运动的三维数值模拟[J].泥沙研究,2011(06):46-49.DOI:10.16239/j.cnki.0468-155x.2011.06.010.
[137]张明进,张华庆,白玉川.我国河流水流泥沙数值模拟技术进展与应用[J].水道港口,2011,32(05):329-335.
[138]王国卿,白玉川.不同入射角对河流弯曲演变的影响[J].水利与建筑工程学报,2011,9(05):45-48+86.
[139]万涛,白玉川.明渠弯道边界层的Markov特性研究[J].水利与建筑工程学报,2011,9(05):1-4+30.
[140]赵鹏,白玉川.船坞虹吸灌水廊道水力特性的数值模拟[J].天津大学学报,2011,44(10):920-924.
[141]白玉川,应超,高国瑜,杨浩俊.海滨电厂桥墩式取水口局部冲淤变化的工程计算方法[J].港工技术,2011,48(05):6-8.DOI:10.16403/j.cnki.ggjs2011.05.001.
[142]许栋,白玉川,谭艳.蜿蜒河流演变动力过程及其研究进展[J].泥沙研究,2011(04):73-80.DOI:10.16239/j.cnki.0468-155x.2011.04.007.
[143]许栋,白玉川,谭艳.无黏性沙质床面上冲积河湾形成和演变规律自然模型试验研究[J].水利学报,2011,42(08):918-927.DOI:10.13243/j.cnki.slxb.2011.08.003.
[144]白玉川,杨燕华.弯曲河流水流动力稳定性特征研究[J].中国科学:技术科学,2011,41(07):971-980.
[145]田琦,白玉川.河口淤泥的起动及冲刷规律[J].哈尔滨工程大学学报,2011,32(03):276-281.
[146]白玉川,田琦.不同流变模型下的淤泥与波浪相互作用规律[J].天津大学学报,2011,44(03):196-201.
[147]白玉川,杨细根,冀自青,戚晓明.波浪条件下海底管线与沙质海床间的相互作用[J].天津大学学报,2011,44(01):64-68.
[148]许栋,刘召平,乾爱国,白玉川.弯曲河道中水流运动的三维数值模拟[J].水利学报,2010,41(12):1423-1431.DOI:10.13243/j.cnki.slxb.2010.12.004.
[149]许栋,白玉川,谭艳.正弦派生曲线弯道中水沙运动特性动床试验[J].天津大学学报,2010,43(09):762-770.
[150]许栋,白玉川.蜿蜒河流横向摆动及河谷地形沉积过程数值模拟[J].泥沙研究,2010(04):68-72.DOI:10.16239/j.cnki.0468-155x.2010.04.011.
[151]徐海珏,白玉川.非对称不规则沙纹床面流动稳定性特征的理论研究[J].中国科学:物理学 力学 天文学,2010,40(04):448-461.
[152]白玉川,杨细根,田琦,张彬.南海北部海域海底沙波演化特征[J].水利学报,2009,40(08):941-947+955.
[153]徐海珏,白玉川,吴朝安.Nonlinear Mechanism of Bed Load Transport[J].Transactions of Tianjin University,2009,15(02):126-129.
[154]白玉川,黄涛,白迎.干船坞气控式卧倒门的起卧动力特性[J].天津大学学报,2008(10):1245-1251.
[155]白玉川,黄涛,许栋.蜿蜒河流平面形态的几何分形及统计分析[J].天津大学学报,2008(09):1052-1056.
[156]白玉川,徐海珏.高含沙水流流动稳定性特征的研究[J].中国科学(G辑:物理学 力学 天文学),2008(02):135-155.
[157]胡嵋,白玉川,杨建民.利用植被消浪护岸的模型实验研究[J].实验室研究与探索,2007(12):37-39+46.
[158]白玉川,田琦,张胤祺.基于第三代浅水波浪模型的海区泥沙骤淤数值预报及工程应用[J].海洋通报,2007(04):3-12.
[159]白玉川,许栋.溃坝波在弯曲河道中传播的二维数值模拟[J].天津大学学报,2007(07):771-778.
[160]白玉川,张彬,张胤祺,徐海珏.波浪挟沙能力及航道骤淤机理的研究[J].水利学报,2007(06):646-653.
[161]白玉川,许栋.明渠沙纹床面湍流结构实验研究[J].水动力学研究与进展A辑,2007(03):278-285.
[162]白玉川,许栋.扰动对明渠湍流结构及床面稳定性影响的实验研究[J].水利学报,2007(01):23-31.
[163]白玉川,徐海珏,许栋,Chiu-on NG.推移质运动过程的非线性动力学特性[J].中国科学E辑:技术科学,2006(07):751-772.
[164]白玉川,吴朝安,黄涛.A Numerical Study on the Structure and Dynamics of Turbulence in Oscillatory Bottom Layer Flow over A Flat or Rippled Bed[J].China Ocean Engineering,2006(01):45-60.
[165]王新中,白玉川,槐文信.钦洲湾二维水流泥沙数学模型及应用[J].水科学与工程技术,2006(01):53-55.DOI:10.19733/j.cnki.1672-9900.2006.01.024.
[166]张效先,杨建华,白玉川.修、造船坞虹吸灌水流道的设计方法[J].天津大学学报,2006(02):204-208.
[167]白玉川,杨建民,胡嵋,黄本胜.植物消浪护岸模型实验研究[J].海洋工程,2005(03):65-69.DOI:10.16483/j.issn.1005-9865.2005.03.011.
[168]金亨植,李炎保,白玉川.黄海西朝鲜湾波浪潮流共同作用下二维潮流泥沙数值模拟与砂矿成矿分析[J].海洋技术,2005(02):75-79.
[169]白玉川,徐海珏,卢东强.NONLINEAR EVOLUTION OF WAVE ON SMALL-AMPLITUDE UNEVEN SLOPING BED[J].Applied Mathematics and Mechanics(English Edition),2005(05):654-661.
[170]白玉川,许栋,王玉琦,张梅亭.二维溃坝波遇障碍物的水流泥沙数值模拟[J].水利学报,2005(05):538-543.
[171]白玉川,徐海珏,卢东强.小幅度非均匀倾斜水底上的波浪非线性演化[J].应用数学和力学,2005(05):602-608.
[172]白玉川,许栋,张雪岩.冲积床面上明渠水流湍流特性及其与底层泥沙起动关系的试验研究[J].自然科学进展,2005(04):57-63.
[173]白玉川,廖世智.广西钦州湾海域海床稳定性特征的研究[J].海洋通报,2005(02):26-32.
[174]金亨植,白玉川,李炎保.西朝鲜湾二维潮流泥沙数值模拟与砂矿成矿分析[J].海洋地质动态,2005(01):18-23+46.
[175]蒋昌波,白玉川,赵子丹,张红武.沙纹床面上波流共同作用的数值模拟[J].水利学报,2005(01):62-68.
[176]白玉川,徐海珏.沙纹床面明渠层流稳定性特征的研究[J].中国科学E辑:工程科学 材料科学,2005(01):53-73.
[177]白玉川,杨建民,黄本胜.二维水沙数学模型在复杂河道治理中的应用[J].水利学报,2003(09):25-30.
[178]白玉川,蒋昌波,罗纪生,赵子丹.振荡流底层拟序结构及其与泥沙相互作用研究[J].力学进展,2003(03):347-356.
[179]白玉川,张效先.山海关船厂15万吨级修船坞虹吸灌水水力模型试验研究[J].船舶力学,2003(04):36-49.
[180]蒋昌波,白玉川,赵子丹,张红武.波浪作用下沙纹床面底层流动特性研究[J].水科学进展,2003(03):333-340.
[181]蒋昌波,白玉川,赵子丹,张红武.振荡流底层悬沙运动的数值研究[J].水科学进展,2003(02):136-142.
[182]蒋昌波,白玉川,赵子丹,张红武.波浪作用下涡动沙纹床面的悬沙运动数值研究[J].水利学报,2003(03):93-97+103.
[183]NGChiu-on,FUSau-chung,白玉川.Mass Transport in a Thin Layer of Bi-Viscous Mud Under Surface Waves[J].China Ocean Engineering,2002(04):423-436.
[184]白玉川,NG Chiu-on,沈涣庭,王尚毅.Rheological Properties and Incipient Motion of Cohesive Sediment in the Haine Estuary of China[J].China Ocean Engineering,2002(04):483-498.
[185]蒋昌波,白玉川,赵子丹,江诗群.明渠沙纹形成的试验研究[J].长沙交通学院学报,2002(03):45-48.
[186]黄本胜,白玉川,万艳春.河岸崩塌机理的理论模式及其计算[J].水利学报,2002(09):49-54+60.
[187]白玉川,徐海珏.平板和翼型壁面上振荡流底边界层中拟序涡结构运动演化的大涡模拟研究[J].船舶力学,2002(04):1-13.
[188]白玉川,C.O.NG.Large Eddy Simulation for Plunge Breaker and Sediment Suspension[J].China Ocean Engineering,2002(02):151-164.
[189]白玉川 ,罗纪生.THE LOSS OF STABILITY OF LAMINAR FLOW IN OPEN CHANNEL AND THE MECHANISM OF SAND RIPPLE FORMATION[J].Applied Mathematics and Mechanics(English Edition),2002(03):276-293.
[190]白玉川,罗纪生.明渠层流失稳与沙纹成因机理研究[J].应用数学和力学,2002(03):254-268.
[191]BAI,Yu-chuan(白玉川),NG,Chiu-on,SHEN,Huan-ting(沈涣庭),WANG,Shang-yi(王尚毅). Rheological Properties and Incipient Motion of Cohesive Sediment in the Haihe Estuary of China[J]. 中国海洋工程:英文版,2002(4).
[192]曾谦,白玉川.多媒体动态演示开放式二维流场[J].水利水运工程学报,2001(04):63-66.DOI:10.16198/j.cnki.1009-640x.2001.04.013.
[193]白玉川,胡世雄,金玉石.泥质床面上波浪衰减规律的研究[J].水利学报,2001(11):56-61+69.
[194]白玉川 ,蒋昌波 ,沈焕庭.Large Eddy Simulation for Wave Breaking in the Surf Zone[J].China Ocean Engineering,2001(04):541-552.
[195]赵子丹,蒋昌波,白玉川.振荡流底部边界层运动的数值研究[J].天津大学学报,2001(05):568-572.
[196]朱志夏,韩其为,白玉川.不恒定非均匀流场中随机波的折绕射联合数学模型[J].水利学报,2001(07):22-29.
[197]蒋昌波,刘晓平,白玉川.多重网格法及其在回流流动计算中的应用[J].长沙交通学院学报,2001(02):57-61.
[198]蒋昌波,白玉川,姜乃申,胡世雄.海河口粘性淤泥起动规律研究[J].水利学报,2001(06):51-56.
[199]白玉川,万艳春,黄本胜,顾元棪.河网非恒定流数值模拟的研究进展[J].水利学报,2000(12):43-47.DOI:10.13243/j.cnki.slxb.2000.12.008.
[200]白玉川,顾元棪,蒋昌波.潮流波浪联合输沙及海床冲淤演变的理论体系与其数学模拟[J].海洋与湖沼,2000(02):186-196.
[201]白玉川,顾元棪,邢焕政.独流减河口泥沙运动规律数学模拟及河口泥沙来源分析[J].海洋通报,1999(06):51-55.
[202]白玉川,邢焕政,顾元棪.独流减河口潮流泥沙运动规律数学模型研究及清淤方案优选[J].水利学报,1999(11):53-60.
[203]董文军,李世森,白玉川.三维潮流和潮流输沙问题的一种混合数值模拟及其应用[J].海洋学报(中文版),1999(02):108-114.
[204]白玉川,朱保粮,于天一.海河口拖淤泥沙运动规律及清淤工程效益数学模拟研究[J].水利学报,1998(12):8-16+28.
[205]白玉川.海岸三维潮流数学模型的研究及应用[J].海洋学报(中文版),1998(06):87-100.
[206]白玉川,于天一.分步分层拟三维水流数学模型及其在廉州湾潮流计算中的应用[J].海洋学报(中文版),1998(05):126-135.
[207]白玉川,张效先,顾元,于天一.河道及泛区水流数学模型的研究与应用[J].水利水电技术,1998(08):46-50.
[208]白玉川,于天一,张丽卿.杂交有限元网格自动生成方法及其应用[J].港口工程,1997(04):34-36.
[209]白玉川,李世森,董文军.不平衡输沙计算中泥沙起悬量与沉降量的确定——以沉沙池为例[J].海洋通报,1996(06):42-50.
[210]白玉川,李大鸣,王尚毅.流速和潮位变化对波浪在近岸区传播的影响[J].海洋学报(中文版),1996(03):92-99.
[211]白玉川.层流边界层C型失稳研究[J].空气动力学学报,1995(01):92-98.
[212]白玉川 潮流和波浪联合输沙的理论研究及其数学模型 天津大学 1994-07-01
[213]王一丁,白玉川.坐标法测球的参数评定公式[J].宇航计测技术,1993(04):23-26.
发表中文会议论文:
[1]高喜峰,谢武德,徐万海,白玉川. 海洋立管内流密度波动的参激稳定性研究[C].第十九届中国海洋(岸)工程学术讨论会论文集(上).,2019:141-147.
[2]许栋,徐彬,及春宁,白玉川,高喜峰. 潮流作用下复式航道三维水流结构数值模拟研究[C].第十七届中国海洋(岸)工程学术讨论会论文集(上).,2015:433-436.
[3]许栋,徐彬,白玉川,高喜峰. 黄茅湾海域黏性泥沙起动条件及起动模式试验研究[C].第十七届中国海洋(岸)工程学术讨论会论文集(下).,2015:120-124.
[4]白玉川,陆婷婷. 导堤型河口航道淤积方式分析[C].“全球变化下的海洋与湖沼生态安全”学术交流会论文摘要集.2014:178.
[5]焦飞宇,白玉川,周潮洪. 裁弯取直工程对河流健康的影响研究[C].2013城市防洪国际论坛论文专集.,2013:99-102+149.
[6]白玉川,许栋. 复杂表面流场中粒子跟踪测速的研究[C].第二十届全国水动力学研讨会文集.,2007:438-446.
[7]白玉川,任伟新. 参数识别在赣江特大桥施工控制中的应用[C].第15届全国结构工程学术会议论文集(第Ⅲ册).2006:9-12.
[8]蒋昌波,白玉川,曾谦. 沙纹床面振荡流底层大尺度涡结构演化的数值模拟及可视化研究[C].自然、工业与流动——第六届全国流体力学学术会议论文集.,2001:352-355.