钟德钰,甘肃省金昌市人,男,博士,研究员,博士生导师,入选国家级人才计划。主要从事水沙动力学、治河防洪工程的教学与科研工作,围绕地球物理流体中物质与能量传输问题,建立了水沙运动的动理学理论。近五年来,拓展传统河流动力学研究的边界,服务于国家在水资源安全保障与水生态保护的重大需求,建立了空中水资源及其开发利用的理论和方法,研发了成体系的空中水资源开发利用技术,建设了野外试验、示范基地,形成空中水资源利用研究领域具有国际影响力的优势团队。先后负责国家科技支撑计划课题、重点研发计划课题、国家自然科学基金重点项目、面上项目和水利部公益性行业专项等60余项项目,出版著作2部,发表论文180余篇,主持项目及课题29项,获得奖励14项(国家和省部级8项)。
[1]黄河水利委员会科学技术进步奖一等奖;黄河下游河道改造和滩区防护关键技术研究;2020
[2]黄河水利科学研究院科学技术进步奖一等奖;黄河下游河道改造和滩区防护关键技术研究;2020
[3]宁夏水利科学技术进步奖一等奖;宁蒙黄河治理对策研究;2019
[4]中国大坝工程学会科技进步奖特等奖;多沙河流水利枢纽工程泥沙设计关键技术及应用;2019
[5]中国产学研合作创新成果奖一等奖;黄河下游河道综合治理关键技术研究及推广应用;2018
[6]大禹水利科学技术奖一等奖;黄河水沙冰凌输移模型库和标准构建及模拟系统研发与应用; 2018
[7]中国水运建设行业协会科学技术奖一等奖;河流水沙动力观测和模拟关键技术;2015
[8]大禹水利科学技术奖一等奖;长江防洪模型建设关键技术研究及应用;2015
[9]水利部长江委员会科学技术奖一等奖;长江防洪模型建设关键技术研究及应用;2015
[10]黄河水利委员会科学技术进步奖一等奖;黄河下游河道整治约束机制及调控效应;2010
[11]国家科技进步奖二等奖;游荡性河流的演变规律及在黄河与塔里木河整治工程中的应用;2008
[12]教育部科技进步奖一等奖;游荡型河流的演变规律、模拟技术及工程应用;2005
[13]教育部科技进步一等奖;泥沙运动力学基本理论;2004
[14]中国高校科学技术奖二等奖;黄河干支流模型的理论与实践;2002
主讲《河流数值模拟》、《治河防洪工程》、《河流模拟概论》、《治河方略概论》、《河流动力学》等课程
围绕大尺度流动中的物质和能量输移开展研究,主要学术方向包括如下两方面:
(1)流域水沙运动。针对河流、洋流、大气环流等地球物理流体动力系统中非稳态性、非高斯性和非马尔可夫性并存的复杂特征,提出了基于状态转化路径的统计系综方法,建立了水沙动力系统的动理学方程,突破了传统理论多局限于稳态过程、高斯分布和马尔可夫过程的难题,揭示了对流、扩散等物理过程与相空间中不同尺度几何结构的对应关系,构建了水沙运动的动理学理论体系。
(2)水循环与云水资源利用。提出基于力学本质的空中水资源的准确定义,建立了空中水资源富集区的分布与演化控制方程,提出了空中水资源富集区识别方法,并针对大尺度视角下空中水汽输移路径和结构的复杂性,提出了空中流域概念,建立了基于水汽输送统计规律的空中流域划分方法,揭示了全球范围区域内水汽自循环和跨区域水汽交换的基本格局,明确了空中水循环中区域尺度水汽流动模式。
一、代表性论文
[1] Zhong D Y*, Wang G Q, Zhang M X &, Li T J. Kinetic equation for particle transport in turbulent flows. Physics of Fluids. 2020, 32(07): 0733011-14.
[2] Zhang Y, Huang W Y, Zhang M X, Tian Y L, Wang G Q, Zhong D Y*. Atmospheric basins: identification of quasi-independent spatial patterns in the global atmospheric hydrological cycle via a complex network approach. Journal of Geophysical Research-Atmospheres, 2020, 125(22): e2020JD032796.
[3] Zhong D Y*, Wang G Q, Sun Q C . Transport equation for suspended sediment based on two-fluid model of solid/liquid two-phase flows. Journal of Hydraulic Engineering, 2011, 137(5): 530-542.
[4] Zhong D Y*, Wang G Q, Ding Y. Bed sediment entrainment function based on kinetic theory. Journal of Hydraulic Engineering, 2011, 137(2): 222-233.
二、其他期刊论文
[1] Jia B Z, Zhong D Y*. A new mixing equation for bed material composition in bed form dominant conditions. International Journal of Sediment Research, 2022. https://doi.org/10.1016/j.ijsrc.2022.02.002.
[2] Wang L, Wang D Y, Cuthbertson A, Zhong D Y* , Pender G. Hysteretic Implications for Graded Bed Load Sediment Transport in Symmetrical Hydrograph Flows. Front. Environ. Sci. 9:800832. doi: 10.3389/fenvs.2021.800832.
[3]Tian Y L&, Xie D&, Li T J, Li J Y, Zhang Y&, Jing H&, Zhong D Y*, Wang G Q. Achieving Chinese Carbon Neutrality Based on Water-Temperature-Radiation-Land Coupling Use. Front. Environ. Sci. 2021. 9:740665.
[4]Hu D C&, Li S P, Jin Z W, Lu S Y, Zhong D Y*. Sediment transport and riverbed evolution of sinking streams in a dammed karst river. Journal of Hydrology, 2021, 596: 125714
[5]Hu D C, Yao S M, Wang G Q, Zhong D Y*. Three-dimensional simulation of scalar transport in large shallow water systems using flux-form Eulerian-Lagrangian method, Journal of Hydraulic Engineering, 2021, 147(2): 04020092.
[6]Wei J H, Qiu J, Li T J. Huang W F, Qiao Z, Cao J W, Zhong D Y, Wang G Q. Cloud and precipitation interference by strong low-frequency sound wave. SCIENCE CHINA Technological Sciences. 2021, 64(2): 261-272.
[7]Jing H, Zhong D Y*, Zhang H W, Shi X F, Wang Y J. Accumulation phenomena in fluvial processes and the corresponding stochastic model. Journal of Geographical Sciences, 2020, 30(06):1021-1040.
[8]Wang Y J, Wu B S*, Zhong D Y. Simulating cross-sectional geometry of the main channel in response to changes in water and sediment in Lower Yellow River. Journal of Geographical Sciences, 2020, 30: 2033-2052.
[9]Song X L, Zhong D Y*, Wang G Q, Li X N. Stochastic evolution of hydraulic geometry relations in the lower Yellow River under environmental uncertainties. International Journal of Sediment Research, 2020, 35(04):328-346.
[10]Song X L, Zhong D Y*, Wang G Q. Simulation on the stochastic evolution of hydraulic geometry relationships with the stochastic changing bankfull discharges in the Lower Yellow River. Journal of Geographical Sciences, 2020,30(05): 843-864.
[11]Wang Y J, Wu B S, Zhong D Y. Adjustment in the main-channel geometry of the lower Yellow River before and after the operation of the Xiaolangdi Reservoir from 1986 to 2015. Journal of Geographical Sciences, 2020,30(03): 468-486.
[12]Ding Y, Li Z S, Shi Y Z, Zhong D Y. Analytical solution to one-dimensional mathematical model of flow and morphological evolution in open channels. Science China Technological Sciences, 2020 , 63(12): 2606-2616.
[13]Zhang Y, Huang W Y, Zhong D Y*. Major Moisture Pathways and Their Importance to Rainy Season Precipitation over the Sanjiangyuan Region of the Tibetan Plateau. Journal of Climate, 2019, 32(20): 6837-6857.
[14]Zhang L, Zhong D Y*, Guan J Z, Wang Y S. Drift velocity in sediment-laden downward jets. Environmental Fluid Mechanics, 2019, 19(1): 1-25.
[15]Huang H, Zhang H W, Zhong D Y*, Zhang Y LJ. Turbulent mechanisms in open channel sediment-laden flows. International Journal of Sediment Research, 2019, 34(6): 550-563.
[16]Wang L, Cuthbertson A C, Pender G, Zhong D Y. Bed Load Sediment Transport and Morphological Evolution in a Degrading Uniform Sediment Channel Under Unsteady Flow Hydrographs. Water Resources Research, 2019, 55: 5431-5452.
[17]Song X L, Zhong D Y*, Wang G Q. A study of the stochastic evolution of hydraulic geometry relationships. River Research and Applications, 2019, 35(7): 867-880.
[18]Hu D C, Yao S M, Qu G, Zhong D Y. Flux-Form Eulerian-Lagrangian Method for Solving Advective Transport of Scalars in Free-Surface Flows. Journal of Hydraulic Engineering, 2019, 145(3): 04019003.
[19]Qin J, Aberle J, Henry P Y, Wu T, Zhong D Y. Statistical significance of spatial correlation patterns in armoured gravel beds. Journal of Hydraulic Research, 2019, 57(1): 90-106.
[20]Wang G Q, Zhong D Y, Li T J, Zhang Y, Meng C Q, Zhang M X, Song X L, Wei J H, Huang Y F. Study on sky rivers: Concept, theory, and implications. Journal of Hydro-environment Research, 2018, 21: 109-117.
[21]Li X N, Zhong D Y*, Zhang Y J, Wang Y Q, Wang Y J, Zhang H W. Wide river or narrow river: Future river training strategy for Lower Yellow River under global change. International Journal of Sediment Research. 2018, 33(3): 1-14.
[22]Meng C Q, Zhou J J, Zhong D Y, Wang C, Guo J. An Improved Grid-Xinanjiang Model and Its Application in the Jinshajiang Basin, China. Water, 2018, 10(9):1-20.
[23]Hu D C, Zhu Y, Zhong D Y, Qing H. Two-Dimensional Finite-Volume Eulerian-Lagrangian Method on Unstructured Grid for Solving Advective Transport of Passive Scalars in Free-Surface Flows. Journal of Hydraulic Engineering, 2017, 143(12): 04017051.
[24]Qin J, Zhong D Y, Wu T, Wu L L. Sediment exchange between groin fields and main-stream. Advances in Water Resources, 2017, 108: 44-54.
[25]Qin J, Zhong D Y, Wu T, Wu L L. Evolution of gravel surfaces in a sediment-recirculating flume. Earth Surface Processes and Landforms, 2017,42(9): 1397-1407.
[26]Ding Y, Li Z S, Zhong D Y, Kang Y P. Coupling mechanism of mathematical models for sediment transport based on characteristic theory. Science China Technological Sciences, 2016, 59(11): 1696-1706.
[27]Wang Y J, Wu B S, Wang Y Q, Zhong D Y, Wang Y Q. Calculation method for sediment load in flood and non-flood seasons in the Inner Mongolia reach of the Yellow River. Journal of Geophysical Sciences. 2016; 26(6): 707-721.
[28]Zhang L, Zhong D Y*, Sun Q C, Wu B S. A kinetic description of collisional frictions between particles and solid boundary in simple sheared granular flows. Powder Technology, 2015, 276: 204-213.
[29]Hu D C, Zhong D Y, Zhang H W, Wang G Q. Prediction–Correction Method for Parallelizing Implicit 2D Hydrodynamic Models. I: Scheme. Journal of Hydraulic Engineering, 2015, 141(8): 1-12.
[30]Hu D C, Zhong D Y, Zhu Y,Wang G Q. Prediction–Correction Method for Parallelizing Implicit 2D Hydrodynamic Models. II: Application. Journal of Hydraulic Engineering, 2015, 141(8): 1-10.
[31]Qin J, Wu T, Zhong D Y*. Spectral behavior of gravel dunes. Geomorphology, 2015, 231: 331-342.
[32]Ding Y, Xiao Y, Zhong D Y. Numerical simulation of pollution process due to resuspension of bed materials adsorbing pollutants in alluvial rivers. Science China-Technological Sciences, 2015, 58(7): 1280-1288.
[33]Zhong D Y*, Zhang L, Wu B S. Velocity profile of turbulent sediment-laden flows in open-channels. International Journal of Sediment Research, 2015, 30(4): 285-296.
[34]Zhang L, Zhong D Y*, Wu B S. Particle inertia effect on sediment dispersion in turbulent open-channel flows. Science China Technological Sciences, 2014, 57(10): 1977-1987.
[35]Fan N N, Zhong D Y, Wu B S, Foufoula-Georgiou E, Guala M. A mechanistic-stochastic formulation of bed load particle motions: From individual particle forces to the Fokker-Planck equation under low transport rates. Journal of Geophysical Research: Earth Surface, 2014, 119(3): 464-482.
[36]Xu R Y, Zhong D Y, Wu B S, Fu X D, Miao R Z. A large time step Godunov scheme for free-surface shallow water equations. Chinese science bulletin, 2014, 59(21): 2534-2540.
[37]Zhong D Y*, Wang G Q, Wu B S. Drift velocity of suspended sediment in turbulent open channel flows. Journal of Hydraulic Engineering, 2014, 140(1): 35-47.
[38]Hu D C, Zhong D Y, Wang G Q, Zhu Y H. A semi-implicit three-dimensional numerical model for non-hydrostatic pressure free-surface flows on an unstructured, sigma grid. International Journal of Sediment Research, 2013, 28(1): 77-89.
[39]Qin J, Zhong D Y, Wang G Q, Ng S L. Influence of particle shape on surface roughness: Dissimilar morphological structures formed by man-made and natural gravels. Geomorphology, 2013, 190: 16-26.
[40]Qin J, Zhong D Y, Wang G Q. Characterizing sand ripples at equilibrium phases. Journal of Hydrology and Hydromechanics, 2013, 61(4): 293-298.
[41]Zhong D Y*, Wang G Q, Zhang L. A bed-load function based on kinetic theory. International Journal of Sediment Research, 2012, 27(4): 460-472.
[42]Qin J, Zhong D Y, Wang G Q,Ng S L. On characterization of the imbrication of armored gravel surfaces. Geomorphology, 2012, 159: 116-124.
[43]Qin J, Zhong D Y, Ng S L, Wang G Q. Scaling behavior of gravel surfaces. Mathematical Geosciences, 2012, 44(5): 583-594.
[44]Fei M L, Sun Q C, Zhong D Y, Zhou G G D. Simulations of granular flow along an inclined plane using the Savage-Hutter model. Particuology, 2012, 10(2): 236-241.
[45]Hu D C, Zhang H W, Zhong D Y. Properties of the Eulerian-Lagrangian method using linear interpolators in a three-dimensional shallow water model using z-level coordinates. International Journal of Computational Fluid Dynamics, 2009, 23(3): 271-284.
[46]Zhong D Y*, Zhang H W. Concentration distribution of sediment in bed load layer. Journal of Hydrodynamics, 2004. 16(1): 28-33.
[47]王乐,钟德钰*,孟长青,贾宝真.非恒定流推移质运动研究进展分析[J/OL].水力发电学报:1-9[2022-02-25]. http://kns.cnki.net/kcms/detail/11.2241.TV.20211216.1043.002.html.
[48]贾宝真,钟德钰*,张科利.基于动理学理论的坡面水流土壤分离能力研究[J].应用基础与工程科学学报,2021,29(03):591-605.
[49]李东风,张红武,钟德钰,胡建永,马梁超,江曹栋.黄河河口不同流路入海泥沙对下游影响二维数模分析[J].人民黄河,2021,43(05):17-23+29.
[50]李雅娟,张宇,田颖琳,张青青,钟德钰*.多源数据驱动的黄河未来水沙变化趋势研究[J].水力发电学报,2021,40(05):99-109.
[51]赵菲菲,张青青,张宇,石旭芳,钟德钰*.基于贝叶斯网络的黄河径流预测[J/OL].南水北调与水利科技(中英文),2021,19(03):511-519.
[52]郎永媛,钟德钰*,孟长青. 基于梯级水库调节系数的径流调节能力分析. [J] 青海大学学报, 2020, 04 (44-53).
[53]王彦君,吴保生,钟德钰.黄河下游主槽断面形态对水沙变化响应过程的模拟[J].地理学报,2020,75(07):1494-1511.
[54]景唤,钟德钰*,张红武,石旭芳,王彦君. 河流过程的累积现象和随机模型,.地理学报, 2020, 75(5): 1079-1094.
[55]王光谦,钟德钰. 创新、和谐、发展——都江堰水利工程的启示.中国水利, 2020 (03): 10-12.
[56]黄海,张红武,张磊,钟德钰*.水沙两相浑水模型的紊流封闭及初步验证.水利学报: 2020, 51(1): 69-80.
[57]王光谦,钟德钰,吴保生.黄河泥沙未来变化趋势[J].中国水利,2020(01):9-12+32.
[58]宋天华,孟长青,王永强,李颖曼,钟德钰.试论大柳树水利枢纽建设的必要性[J].人民黄河,2020,42(01):42-47.
[59]景唤,钟德钰*,张红武,王彦君,黄海.中小流量下黄河下游游荡段河床调整规律.水力发电学报: 2020, 39(4): 33-45.
[60]张红武,方红卫,钟德钰,王新军,李振山,黄河清,张俊华,安催花,刘青泉,李颖曼.宁蒙黄河治理对策[J].水利水电技术,2020,51(02):1-25.
[61]冯起,龙爱华,王宁练,钟德钰,薛联青,李福生,席海洋,温小虎,司建华.西北内陆区水资源安全保障技术集成与应用[J].人民黄河,2019,41(10):103-108.
[62]宋晓龙,钟德钰*,王光谦.河相关系的随机微分方程建模与研究[J].水利学报,2019,50(03):364-376.
[63]张宇,李铁键,李家叶,钟德钰*.西风带和南亚季风对三江源雨季水汽输送及降水的影响[J].水科学进展,2019,30(03):348-358.
[64]贾宝真,钟德钰*. 非均匀悬移质泥沙弥散速度本构方程[J]. 水力发电学报,2019(03):1-11.
[65]李家叶,李铁键,王光谦,魏加华,钟德钰,苏洋,傅旭东. 空中水资源及其降水转化分析[J]. 科学通报,2018,63(26):2785-2796.
[66]黄海,张红武,张磊,钟德钰*. 基于SCHISM模型的三维两相浑水模型研究[J]. 水力发电学报,2019,38(01):97-110.
[67]李肖男,李安强,钟德钰,喻杉,王永强. 金沙江干流山区水库通航流态三维数值模拟研究[J]. 人民长江, 2018,49(13):38-43.
[68]马睿,韩铠御,张红武,钟德钰. 不同治理模式下黄河河口段冲淤演变的数值模拟[J]. 水力发电学报,2018,37(04):68-78.
[69]马睿,韩铠御,钟德钰,张红武,王彦君,贾宝真. 不同治理方案下黄河下游河道的冲淤变化研究[J]. 人民黄河,2017,39(12):37-46.
[70]李肖男,张红武,钟德钰*,王永强. 黄河下游河道治理三维数值模拟研究[J]. 水利学报,2017,48(11):1280-1292.
[71]李肖男,张红武,钟德钰,王彦君. 黄河内蒙古河段洪水演进与冲淤模拟研究[J]. 水利学报,2017,48(10):1206-1219.
[72]李肖男,钟德钰*,王彦君,王永强,贾宝真,张红武. 变化环境下黄河下游治理模式对河床冲淤的影响.水力发电学报,2017(09):60-74.
[73]贾宝真,张磊,李肖男,钟德钰*. 基于动理学理论的床沙冲刷函数[J]. 水利学报.2017,48(07):779-790.
[74]王光谦,李铁键,李家叶,魏加华,钟德钰. 黄河流域源区与上中游空中水资源特征分析[J]. 人民黄河,2016,38(10):79-82.
[75]马良, 张红武, 钟德钰. 基于制衡机制的治导线设计. 水利学报, 2016,47(10):1315-1321.
[76]王光谦, 钟德钰*, 李铁键,魏加华,黄跃飞,傅旭东,李家叶,张宇. 天空河流:发现、概念及其科学问题. 中国科学.技术科学, 2016, 06: 649-656.
[77]贾望奇, 钟德钰, 吴保生. 孔兑入黄数值模拟及分析. 水力发电学报, 2015, 34(12): 64-72.
[78]李肖男, 钟德钰*, 黄海, 张红武, 张磊. 基于两相浑水模型的三维水沙数值模拟. 中国科学:技术科学, 2015, 45(10): 1060-1072.
[79]钟德钰*, 王永强, 吴保生, 刘可晶, 王光谦. 梯级水库群联合航运关键问题研究I:水陆耦合集散交通系统的概念和框架. 中国科学:技术科学, 2015, 45(10): 1080-1088.
[80]钟德钰*,张磊,王光谦. 泥沙运动力学研究进展和前沿. 水利水电科技进展, 2015, 35(5): 52-58.
[81]王彦君,吴保生,王永强,钟德钰.黄河内蒙古河段非汛期和汛期冲淤量计算方法[J].地理学报,2015,70(07):1137-1148.
[82]张岳峰, 方红卫, 张红武, 钟德钰, 赵慧明, 王新军. DWSM动态并行计算技术. 水利水电科技进展, 2015, 35(3): 47-52.
[83]张红武, 刘磊, 钟德钰, 张罗号, 张锦方. 堰塞湖溃决模型设计方法及其验证. 人民黄河, 2015, 37(4): 1-5+42.
[84]刘磊, 张红武, 钟德钰, 刘春晶. 堰塞坝漫顶溃决计算方法研究. 水利学报, 2015, 46(4): 379-386.
[85]凌虹霞, 王新军, 王永强, 钟德钰, 张红武. 黄河宁夏段水沙变化特点及临界来沙系数研究. 人民黄河, 2015, 37(2): 19-23.
[86]王永强, 母德伟, 李学明, 钟德钰*, 吴保生. 兼顾下游航运要求的向家坝水电站枯水期日发电优化运行方式. 清华大学学报(自然科学版), 2015, 55(2): 170-175+183.
[87]母德伟, 王永强, 李学明,钟德钰. 向家坝日调节非恒定流对下游航运条件影响研究. 四川大学学报(工程科学版), 2014, 46(6): 71-77.
[88]王新军, 凌虹霞, 王永强, 钟德钰, 张红武. 黄河宁夏段2012年洪水分析. 人民黄河, 2014, 36(8): 31-33+36.
[89]刘磊, 张红武, 钟德钰, 苗润泽. 尾矿库漫顶溃坝模型研究. 水利学报, 2014, 45(6): 675-681.
[90]刘磊, 苗润泽, 钟德钰. 细沙河床丁坝局部冲刷深度计算公式的验证. 水力发电学报, 2014, 33(2): 122-130.
[91]许仁义, 钟德钰, 吴保生. 随机选取法和多波近似在一维浅水方程大时间步长格式中的应用. 计算物理, 2013, 30(5): 649-658.
[92]张磊, 钟德钰*, 王光谦, 吴保生. 基于动理学理论的推移质输沙公式. 水科学进展, 2013, 24(5): 692-698.
[93]刘磊, 钟德钰*, 张红武, 李肖男. 堰塞坝漫顶溃决试验分析与模型模拟. 清华大学学报(自然科学版), 2013, 53(4): 583-588.
[94]张磊, 钟德钰*, 吴保生,刘磊. 明渠中悬移质的弥散-对流方程及悬浮机理. 力学学报, 2013, 45(1): 83-93.
[95]钟德钰*, 姚中原, 张磊, 刘磊. 非漫滩高含沙洪水异常传播机理和临界条件. 水利学报, 2013, 44(1): 50-58.
[96]丁赟, 刘磊, 钟德钰. 多沙河流的波系结构I:波系方程与特点. 水力发电学报, 2012, 31(6): 120-125.
[97]丁赟, 刘磊, 钟德钰. 多沙河流的波系结构II:波系求解与应用. 水力发电学报, 2012, 31(6): 126-131.
[98]秦杰, 钟德钰. 卵石床面的结构特征. 水利学报, 2012, 43(S2): 1-6.
[99]许仁义, 钟德钰, 吴保生. 一维浅水流动的一种大时间步长数值格式. 水利学报, 2012, 43(S2): 41-47.
[100]许仁义, 钟德钰, 吴保生. 山洪演进模拟中的建筑物附加阻力. 水利学报, 2012, 43(S2): 74-78.
[101]张艳艳, 钟德钰, 吴保生. 黄河下游平滩流量驱动与响应模型. 清华大学学报(自然科学版), 2012, 52(6): 759-765.
[102]范念念, 钟德钰, 吴保生. 基于PDF模型的泥沙起悬概率. 清华大学学报(自然科学版), 2012, 52(6): 766-770.
[103]张艳艳, 钟德钰, 吴保生. 黄河平滩流量的多时间尺度现象. 水科学进展, 2012, 23(3): 302-309.
[104]张红武, 刘磊, 卜海磊, 钟德钰. 尾矿库溃坝模型设计及试验方法. 人民黄河, 2011, 33(12): 1-5.
[105]张红武, 张俊华, 卜海磊, 钟德钰, 王艳平. 试论推移质输沙率公式. 南水北调与水利科技, 2011, 9(6): 140-145.
[106]丁赟, 戴文鸿,钟德钰, 唐立模,陈洪兵. 悬移质不平衡输沙模型的特征. 河海大学学报(自然科学版), 2011, 39(5): 499-505.
[107]吴腾, 张红武, 钟德钰, 刘磊. 基于时间序列法与马尔可夫链的多沙水库动态运用研究. 水力发电学报, 2011, 30(4): 65-71+84.
[108]丁赟, 刘磊, 钟德钰, 张红武. 一维水沙数学模型基于特征的耦合分析. 水力发电学报, 2011, 30(4): 117-123+141.
[109]张红武, 张俊华, 钟德钰, 卜海磊. 黄河下游游荡型河段的治理方略. 水利学报, 2011, 42(1): 8-13.
[110]胡德超, 钟德钰, 张红武,吴刚,吴腾. 三维悬沙模型及河岸边界追踪方法Ⅱ-河岸边界追踪. 水力发电学报, 2010, 29(6): 106-113.
[111]胡德超, 张红武, 钟德钰,丁赟,尹小玲. 三维悬沙模型及河岸边界追踪方法Ⅰ-泥沙模型. 水力发电学报, 2010, 29(6): 99-105.
[112]丁赟, 钟德钰, 张红武. 基于特征分析的多沙河流洪峰流量增值机理研究. 水力发电学报, 2010, 29(5): 202-208+225.
[113]钟德钰*, 申晓东, 丁赟. 基于微分对策理论的多沙河流水库调度. 水科学进展, 2010, 21(5): 696-700.
[114]申晓东, 钟德钰, 吴腾. 基于最优控制理论的水库排沙调度优化研究. 水力发电学报, 2010, 29(4): 70-76.
[115]吴腾, 钟德钰, 张红武. 水库自适应控制运用模型及其在亭口水库的应用. 水力发电学报, 2010, 29(3): 97-102+131.
[116]吴腾, 张红武, 钟德钰,申晓东. 基于待定系数法的改进迎风格式. 清华大学学报(自然科学版), 2009, 49(12): 1954-1957.
[117]丁赟, 钟德钰*, 张红武. 冲积河流一维全沙数学模型的特征值. 清华大学学报(自然科学版), 2009, 49(12): 1967-1970.
[118]胡德超, 赵维阳, 钟德钰, 张红武. 欧拉-拉格朗日方法在三维水流模型中的时间阻力. 水科学进展, 2009, 20(6): 818-823.
[119]钟德钰*, 张红武, 张俊华,丁赟. 游荡型河流的平面二维水沙数学模型. 水利学报, 2009, 40(9): 1040-1047.
[120]胡德超, 钟德钰, 张红武. C-D无结构网格上的三维自由水面非静水压力流动模型II:验证. 水利学报, 2009, 40(9): 1077-1084.
[121]胡德超, 张红武, 钟德钰. C-D无结构网格上的三维自由水面非静水压力流动模型I:算法. 水利学报, 2009, 40(8): 948-955.
[122]胡德超, 张俊华, 钟德钰, 马涛. 推移质泥沙级配确定方法的试验检验. 水利学报, 2009, 40(3): 274-280.
[123]吴腾, 张红武, 钟德钰. 多沙河流水库自适应控制运用. 水利学报, 2009, 40(2): 153-159.
[124]张红武, 钟德钰, 张俊华, 卜海磊. 黄河游荡型河段河势变化数学模型. 人民黄河, 2009, 31(1): 20-22.
[125]王光谦, 钟德钰*, 张红武, 孙其诚,胡德超. 汶川地震唐家山堰塞湖泄流过程的数值模拟. 科学通报, 2008, 53(24): 3127-3133.
[126]钟德钰*, 杨明, 丁赟. 黄河下游河岸横向变形数值模拟研究. 人民黄河, 2008, 30(11): 107-109+117.
[127]丁赟, 钟德钰, 张红武, 禹雪中. 冲积河流底泥中污染物的输移转化方程. 泥沙研究, 2007, 06: 75-81.
[128]张羽, 张红武, 钟德钰. 时间变态对悬移质动床模型河床变形相似影响的研究. 水力发电学报, 2007, 26(3): 82-87.
[129]钟德钰*, 禹雪中, 丁赟. 挟沙水流中石油类污染物输移转化的数值模拟. 泥沙研究, 2007, 02: 24-29.
[130]钟德钰*, 王光谦, 丁赟. 沙质河床冲刷过程中床沙级配的模拟. 水科学进展, 2007, 18(2): 223-229.
[131]张羽, 张红武, 钟德钰. 河工动床模型试验的含沙量比尺. 水利学报, 2007, 38(1): 67-73.
[132]钟德钰*, 张红武. 明渠挟沙水流中悬移质的床面平衡浓度. 水利学报, 2006, 37(7): 789-794.
[133]禹雪中, 杨志峰, 钟德钰, 彭期冬. 河流泥沙与污染物相互作用数学模型. 水利学报, 2006, 37(1): 10-15.
[134]钟德钰*, 王勤香,丁赟. 沙波运动对冲积河流悬移质冲刷不平衡输沙的影响. 水利学报, 2005, 36(12): 1432-1438.
[135]张红武, 李东风, 钟德钰. 引海水冲刷黄河下游河槽的数学模型计算研究. 泥沙研究, 2005, 03: 48-55.
[136]禹雪中, 钟德钰, 李锦秀,廖文根. 水环境中泥沙作用研究进展及分析. 泥沙研究, 2004, 06: 75-81.
[137]钟德钰*, 彭杨, 张红武. 多沙河流的非恒定一维水沙数学模型及其应用. 水科学进展, 2004, 06: 706-710.
[138]李东风, 张红武, 钟德钰, 吕志咏. 黄河河口潮流和泥沙淤积过程数值分析研究. 水利学报, 2004, 11: 74-80.
[139]钟德钰*, 张红武,王光谦. 冲积河流混合活动层内床沙级配变化的动力学基本方程. 水利学报, 2004, 09: 24-30.
[140]钟德钰*, 张红武. 考虑环流横向输沙及河岸变形的平面二维扩展数学模型. 水利学报, 2004, 07: 14-20.
[141]李东风, 张红武, 钟德钰, 吕志咏. 黄河河口水沙运动的二维数学模型. 水利学报, 2004, 06: 1-6+13.
[142]钟德钰*, 王光谦, 王士强. 明渠湍流床面附近跃移层内颗粒浓度垂线分布. 水动力学研究与进展(A辑), 2001, 16(4): 487-492.
[143]王士强, 钟德钰, 刘金梅. 三门峡水库非汛期运用水位研究. 泥沙研究, 2001, 02: 21-24.
[144]钟德钰*, 王光谦, 王士强. 挟沙水流中悬浮颗粒的漂移—扩散方程. 水动力学研究与进展(A辑), 2001, 16(1): 51-55.
[145]钟德钰*, 王士强, 王光谦. 细颗粒对粗颗粒床沙质输沙率影响的初步研究. 水科学进展, 2001, 12(1): 1-6.
[146]钟德钰, 王士强, 王光谦. 水流的冲泻质输沙机理研究I: 理论分析. 水利学报, 2000, 11: 1-8.
[147]钟德钰, 王士强, 王光谦. 水流的冲泻质输沙机理研究II: 实验研究及验证. 水利学报, 2000, 11: 9-14.
[148]王士强,刘金梅,钟德钰. 小浪底水库运用方式讨论. 人民黄河, 1999, 10: 1-4+43.
[149]钟德钰, 王光谦 王士强. 非均匀颗粒形成浆体屈服应力的计算模型. 泥沙研究, 1998, 03: 29-33.
[150]钟德钰, 王士强, 王光谦. 河流冲泻质挟沙力研究. 泥沙研究, 1998, 03: 34-40.
[151]钟德钰,王士强,王光谦. 水流冲泻质挟沙机理探讨. 泥沙研究, 1998, 03: 41-47.
[152]张科利, 钟德钰. 黄土坡面沟蚀发生机理的水动力学试验研究. 泥沙研究, 1998, 03: 74-80.
三、会议论文
[1]Qin J, Wu T, Zhong D Y, Quantitative Characterization of the Roughness of Four Artificially Prepared Gravel Surfaces. Recent Trends in Environmental Hydraulics, 2020 (219-230).
[2]Jing H, Zhong D Y, Zhang H W, Li X N. The Attenuation Coefficient of Response Intensity in Fluvial Channels. E-proceedings of the 38th IAHR World Congress September 1-6, 2019, Panama City, Panama.
[3]Tian Y L, Zhong D Y, Wei Y X, Morovati K, Meng C Q, Zhang M X. Precipitation,runoff,and evaporation trends in northwest China over the past 40 years. E-proceedings of the 38th IAHR World Congress.September 1-6, 2019, Panama City,Panama.
[4]Jia B Z, Zhong D Y. Transport equation for non-uniform suspended sediment. Proceedings of the 14th International Symposium on River Sedimentation. 2019. September 16-19, Chengdu, China.
[5]Wang L, Cuthbertson A, Zhong D Y, Pender.G. Experimental Investigation of Bedload Sediment Transport and Bed Evolution in Double-Peaked Hydrograph. The 37th IAHR World Congress. 2017, Kuala Lumpur, Malaysia.
[6]Li X N, Zhong D Y, Wang Y Q, Zhang H W. Three-dimensional numerical model under changing environment in the lower reach of yellow river. The 36th IAHR World Congress, 2015, The Hague, the Netherlands.
[7]Zhang L, Zhong D Y*, Wu B S. Effect of particle viscosity on velocity profiles in open channel flows. The 36th IAHR World Congress, 2015, The Hague, the Netherlands.
[8]Liu K J, Zhong D Y, Wang Y Q, Wu B S. Transportation economic efficiency of cascade developing and its regional influence. The 36th IAHR World Congress, 2015, The Hague, the Netherlands.
[9]Wang Y Q, Zhong D Y, Wu B S. Multi-agent group decision-making for the objectives of flood control, power generation and navigation of cascaded reservoirs. The 36th IAHR World Congress, 2015, The Hague, the Netherlands.
[10]Wang Y Q, Zhong D Y, Wu B S, Li X M, Ling Hl. Long-term navigation optimal operation of cascaded reservoirs. The 11th International Conference on Hydroscience & Engineering – ICHE, 2014, Hamburg, Germany.
[11]Liu L, Zhong D Y, Duan J,Zhang H W Experimental study on landslide dam break due to overtopping. The 35th IAHR World Congress, 2013, Chengdu, China.
[12]Zhang L, Zhong D Y, Liu L. The Dynamic coefficient for collisional granular flows at flat frictional walls. The 35th IAHR World Congress, 2013, Chengdu, China.
[13]Zhong D Y, Zhang L, Wu B S. Velocity profile of turbulent sediment-laden flows in open-channels. The 35th IAHR World Congress, 2013, Chengdu, China.
[14]Hu D C, Zhong D Y, Wang G Q, Zhang H W. Circulation extraction at arbitrary cross-sections of natural rivers I: scheme and validation. The 35th IAHR World Congress, 2013, Chengdu, China.
[15]Hu D C, Zhang J, Cui Z, Zhong D Y. Circulation extraction at arbitrary cross-sections of natural rivers II: application in the Three Gorges Project (TGP). The 35th IAHR World Congress, 2013, Chengdu, China.
[16]Fan N N, Foufoula-Georgiou Efi, Wu B S, ZHONG D Y. On Multi-Scale dynamics of bed load transport: an approach based on statistical mechanics. The 35th IAHR World Congress, 2013, Chengdu, China.
[17]Xu R Y, Zhong D Y, Wu B S. Numerical simulation for formation of sandbar because of hype-concentrated influent of yellow river. The 35th IAHR World Congress, 2013, Chengdu, China.
[18]Miao R Z, Zhong D Y, Zhang H W. Prediction approach for failure of tailings dam. The 35th IAHR World Congress, 2013, Chengdu, China.
[19]Zhang L, Zhong D Y, Wu B S. The Diffusion coefficient of suspended sediments based on two-fluid model of two-phase flows. The 12th International symposium on river sedimentation. September 2-5, 2013, Kyoto, Japan.
[20]Miao R Z, Zhong D Y, Zhang H W, Li X N. Wavelet analysis of the retrogressive erosion process of tailings dam-break. The 12th International symposium on river sedimentation. September2-5, 2013, Kyoto, Japan.
[21]Zhong D Y*, Wang G Q, Fan N N. Dispersion velocity of solid particles in sediment-laden flows. Proceedings of the Symposium on Two-phase Modelling for Sediment Dynamics in Geophysical Flows, 2011. Chatou, France.
[22]Zhong D Y*, Wang G Q, Wu B S. Dispersion of non-uniform suspended sediment in turbulent open channel flows. Proceedings of the 7th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, 2011, Beijing, China.
[23]Fan N N, Zhong D Y, Wu B S, Li W W. On suspension probability of sediment particles in turbulent open channel flows based on kinetic theory. Proceedings of the 7th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, 2011, Beijing, China.
[24]Zhang L, Zhong D Y*, Sun Q C. Dynamic friction coefficient of inelastic rapid granular flows. Proceedings of Coastal and Estuarine Morphodynamics, 2011, Beijing, China.
[25]Ding Y, Zhong D Y, Zhang H W, et al. Characteristic analysis on the 1-D mathematical models of alluvial rivers of heavy sediment load. Proceedings of 3rd International Perspective on Current & Future State of Water Resources & the Environment conference, ASCE, 2010, Chennai, Tamil Nadu, India.
[26]Zhong D Y*, Yu X Z, Ding Y. A Numerical Model for Petroleum Hydrocarbons Transported by Sediment Laden Flows in Open Channels. Proceedings of the World Environmental and Water Resources Congress - ASCE, 2006, Omaha, Nebraska.
[27]Ding Y, Zhong D Y, Yu X. Preliminary Study of Water Pollution Due to Re-Suspension of Bed Materials Adsorbing Pollutants. Proceedings of the World Environmental and Water Resources Congress - ASCE, 2006, Omaha, Nebraska.
[28]钟德钰, 张宇, 王光谦. 大尺度流体流动的统计力学方程. 第十届全国泥沙基本理论研究学术讨论会论文集. 北京: 中国水利水电出版社, 2017.
[29]孟长青, 钟德钰, 贾宝真, 张宇, 黄海, 蔡蓉蓉, 景唤. 基于VIC模型的嘉陵江流域气候改变对径流的影响分析. 第十届全国泥沙基本理论研究学术讨论会论文集. 北京: 中国水利水电出版社, 2017.
[30]钟德钰. 泥沙运动的动理学理论框架. 中国力学学会, 西安交通大学. 中国力学大会—2013论文摘要集.
[31]张红武, 张俊华, 钟德钰,卜海磊. 黄河下游宽河道的治理方略. 第十届中国科协年会黄河中下游水资源综合利用专题论坛, 北京, 2008.
[1]钟德钰, 王光谦, 吴保生. 泥沙运动的动理学理论. 北京: 科学出版社. 2015.
[2]王士强, 钟德钰, 刘金梅. 冲积河流泥沙基本与实际问题研究. 北京: 清华大学出版社.2018