主编和参编著作:
1)Molinas, A. and Wu, B.S. User’s Primer for BRI-STARS (BRIdge Stream Tube model for Alluvial River Simulation). Publication No. FHWA-RD-99-191, Federal Highway Administration, Turner-Fairbank Highway Research Center, McLean, Virginia, 2000, 43p.
2)吴保生,王平,张原锋. 黄河内蒙古河段河床演变研究[M]. 北京:科学出版社,2016年,共287-页.
3)吴保生,郑珊. 河床演变的滞后响应理论与应用[M]. 北京:中国水利水电出版社,2015年,共356页.
4)钟德钰,王光谦,吴保生. 泥沙运动的动理学理论[M]. 北京:科学出版社,2015年,共214页.
5)刘效盈,毛继新,吴保生,于琪洋等. 水库有效库容保持. 北京:中国水利水电出版社,2015年,共155页.
6)吴保生,张原锋,申冠卿. 维持黄河主槽不萎缩的水沙条件研究[M]. 郑州:黄河水利出版社,2010年,共204页.
7)吴保生,刘孝盈,于琪洋,毛继新,史红玲,谢金明,陈月红,党卫红,齐 实译. 水库保持—水库泥沙淤积管理措施的经济与工程评价[M]. 北京:中国地质大学出版社,2010年,共148页.
8)吴保生. 第二章:水流输沙能力. 泥沙研究进展[M],中国水利水电出版社,王光谦,胡春宏主编,2006年,46-94.
9)夏军强,王光谦,吴保生. 游荡型河流演变及其数值模拟[M]. 中国水利水电出版社,2005年,共195页.
10)王兴奎,邵学军,王光谦,吴保生. 河流动力学[M]. 科学出版社,2004年,共325页.
11)吴保生,王光谦. 江河治理与调水工程关键技术及其发展战略. 2020年中国工程技术发展研究[M],周光召主编,中国科学技术出版社,2004年,480-483.
12)王光谦,吴保生. 第二章:泥沙学科前沿问题述评. 水利水电工程科学前沿[M],张楚汉主编,清华大学出版社,2002年,34-54.
期刊论文:
1)Zhang, L, Zhong, D.Y, Sun, Q.C, and Wu, B.S. A kinetic deion of collisional frictions between particles and solid boundary in simple sheared granular flows. Powder Technology, 2015, 276: 204-216. (SCI)
2)Zhang, Y.F., Wang, P., Wu, B.S., Hou, S.Z. An experimental study of fluvial processes at asymmetrical river confluences with hyperconcentrated tributary flows. Geomorphology, 2015, 230: 6-36, doi:10.1016/j.geomorph.2014.11.001. (SCI)
3)Zheng S., Wu, B.S., Thorne, CR., and Tan, G.M. Case study of variation of sedimentation in the Yellow and Wei Rivers. Journal of Hydraulic Engineering, 2014, DOI: 10.1061/ (ASCE) HY.1943-7900.0000980. (SCI)
4)Li, W., van Maren, D.S., Wang, Z.B., de Vriend, H.J., and Wu, B.S. Peak discharge increase in hyperconcentrated floods. Advances in Water Resources, 2014, 67: 65–77, DOI: 10.1016/j.advwatres.2014.02.007. (SCI)
5)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. (SCI)
6)Xu, R.Y., Zhong, D.Y., Wu, B.S., Fu, X.D., and Miao, R.Z. A large time step Godunov scheme for free-surface shallow water equations. Chinese Science Bulletin, 2014, 59(21): 2534-2540. (SCI)
7)Li, W., Wang, Z.B., van Maren, D.S., de Vriend, H.J., and Wu, B.S. Relative role of bed roughness change and bed erosion on peak discharge increase in hyperconcentrated floods. Advances in Geosciences, 2014, 39(39): 15-19. (SCI)
8)Kondolf G.M., Gao Y.X., Annandale G.W., Morris G.L., Jiang E.H., Zhang J.H., Cao Y.T., Carling P., Fu K.D., Guo Q.C., Hotchkiss R., Peteuil C., Sumi T., Wang H.W., Wang Z.W., Wei Z.L., Wu B.S., Wu C.P., Yang C.T. Sustainable sediment management in reservoirs and regulated rivers: Experiences from five continents, Earth’s Future, 2014, doi:10.1002/2013EF000184. (SCI)
9)Fan, N.N., Zhong, D.Y., Wu, B.S., Georgiou, E.F., and 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, 2014, doi: 10.1002/2013JF002823. (SCI)
10)Zheng, S., Wu, B.S., Thorne, C.R., and Simon, A. Morphological evolution of the North Fork Toutle River following the eruption of Mount St. Helens, Washington. Geomorphology, 2014, 208, 102-116, http://dx.doi.org/10.1016/j.geomorph.2013.11.018. (SCI)
11)Zhong, D.Y., Wang, G.Q., and Wu, B.S. Drift velocity of suspended sediment in turbulent open channel flows. Journal of Hydraulic Engineering, 2014, 140(1): 35-47. (SCI)
12)Xie, J.M., Wu, B.S., and Annandale, G.W. Rapid reservoir-storage-based benefit calculations. Journal of Water Resources Planning and Management, 2013, 139(6), 712–722. (SCI)
13)Zhang, Y.Y., Zhong, D.Y., and Wu, B.S. Multiple temporal scale relationships of bankfull discharge with streamflow and sediment transport in the Yellow River in China. International Journal of Sediment Research, 2013, 28(4): 496-510. (SCI)
14)Wu, B.S., Zheng, S., and Thorne, C.R. A general framework for using the rate law to simulate morphological response to disturbance in the fluvial system. Progress in Physical Geography, 2012, 36(5): 575-597.(SCI)
15)Wu, B.S. and Li, L.Y. Delayed response model for bankfull discharge predictions in the Yellow River. International Journal of Sediment Research, 2011, 26(4): 445-459. (SCI)
16)Xia, J.Q., Wu, B.S., Wang, G.Q., and Wang, Y.P. Estimation of bankfull discharge in the lower Yellow River using different approaches. Geomorphology, 2010, 117, 66-77. (SCI)
17)Fu, X.D., Jiang, L.W., Wu, B.S, Hu, C.H., Wang, G.Q., and Fei, X.J. Sediment delivery ratio and its uncertainties on flood event scale: quantification for the lower Yellow River. Science in China Series E: Technological Sciences. 2009, 52(4): 922-927. (SCI、EI)
18)van Maren, D.S., Winterwerp, J.C., Wu, B.S., and Zhou, J.J. Modelling hyperconcentrated flow in the Yellow River. Earth Surface Processes and Landforms, 2009, 34(4), 596-612, DOI: 10.1002/esp.1760. (SCI)
19)Fang, S.G., Wei, J.H., Wu, B.S., Shang, Y.Z. Simulation of transport channel in China's Middle Route South-to-North Water Transfer Project. Tsinghua Science and Technology, 2009, (3): 367-377.(EI)
20)Wu, B.S., van Maren, D.S., and Li, L.Y. Predictability of sediment transport in the Yellow River using selected transport formulations. International Journal of Sediment Research, 2008, 23(4): 283-298. (SCI)
21)Wu, B.S., Xia, J.Q., Fu, X.D., and Zhang, Y.F. Effect of altered flow regime on bankfull area of the lower Yellow River, China. Earth Surface Processes and Landforms, 2008, 33(10), 1585-1601. (SCI)
22)Wu, B.S., Wang, G.Q., Xia, J.Q., Fu, X.D., and Zhang, Y.F. Response of bankfull discharge to discharge and sediment load in the lower Yellow River. Geomorphology, 2008, 100(3-4), 366-376. (SCI)
23)Wang, G.Q., Xia, J.Q., and Wu, B.S. Numerical simulation of longitudinal and lateral channel deformation in the braided reach of the lower Yellow River. Journal of Hydraulic Engineering, ASCE, 2008, 134(8): 1064-1078. (SCI)
24)Xia, J.Q., Wu, B.S., Wang, Y.P., and Zhao, S.G. An analysis of soil composition and mechanical properties of riverbanks in a braided reach of the Lower Yellow River. Chinese Science Bulletin, 2008, 53(15) 2400-2409. (SCI)
25)Shang, Y.Z., Wu, B.S., Li, T.J., Fang, S.G. Fault-Tolerant Technique in the Cluster Computation of the Digital Watershed Model. Tsinghua Science and Technology, 2007, 12(S1): 162-168.(EI)
26)Shang, Y.Z., Jin, Y., Wu, B.S. Fault-Tolerant Mechanism of the Distributed Cluster Computers. Tsinghua Science and Technology, 2007, 12(S1): 186-191.(EI)
27)Wang, G.Q., Wu, B.S., and Li, T.J. Digital Yellow River Model. Journal of Hydro-environment Research, 2007, 1(1): 1-11. (SCI)
28)Wang, Z.Y., Wu, B.S., and Wang, G.Q. Fluvial Processes and Morphological Response in the Yellow and Weihe Rivers to Closure and Operation of Sanmenxia Dam. Geomorphology, 2007, 91(1-2): 65-79. (SCI)
29)Wu, B.S., Wang, G.Q., and Xia, J.Q. Case Study: Delayed Sedimentation Response to Inflow and Operations at Sanmenxia Dam. Journal of Hydraulic Engineering, ASCE, 2007, 133(5): 482-494. (SCI)
30)Li, C.Z, Wang, Z.Y., Wu, B.S., and Wang, W.L. Impact of Elevation at Tongguan on Flood Defense in the Lower Weihe River. International Journal of River Basin Management, 2006, 4(1): 57-63.
31)Wang, G.Q., Wu, B.S., and Wang, Z.Y. Sedimentation problems and management strategies of Sanmenxia Reservoir, Yellow River, China. Water Resources Research, 2005, 41(9): W09417, doi:10.1029/2004WR003919 (SCI)
32)Xia, J.Q., Wang, G.Q., and Wu, B.S. Fluvial Processes in the Meandering Reach of the Lower Wei River During the Course of Degradation. Journal of Sichuan University (Engineering Science Edition), 2005, 37(Supplementary): 46-51.(EI)
33)Wu, B.S. and Wang, G.Q. Backwater Computation for Choking Flood Flows through Bridge Contractions. Water International, 2005, 30(1): 69-75. (SCI)
34)Wu, B.S., Wang, G.Q., Ma, J. M., and Zhang, R. Case Study: River Training and Its Effects on Fluvial Processes in the Lower Yellow River, China. Journal of Hydraulic Engineering, ASCE, 2005, 131(2): 85-96. (SCI)
35)Wu, B.S. and Molinas, A. Energy Losses and Threshold Conditions for Choking in channel contractions. Journal of Hydraulic Research, IAHR, 2005, 43(2): 139-148. (SCI)
36)Wu, B.S., Molinas, A., and Julien, P.Y. Bed-Material Load Computations for Nouniform Sediments. Journal of Hydraulic Engineering, ASCE, 2004, 130(10): 1002-1012. (SCI)
37)Wu, B.S., Wang, G.Q., Wang, Z.Y., and Xia, J.Q. Effect of Changes in Flow Runoff on the Elevation of Tongguan in Sanmenxia Reservoir. Chinese Science Bulletin, 2004, 49(15): 1658-1664. (SCI)
38)Xia, J.Q., Wang, G.Q., Wu, B.S. Two-dimensional numerical modeling of the longitudinal and lateral channel deformations in alluvial rivers. Science in China, Series E-Engineering & Materials Science, 2004, 47(Supplement I): 199-211. (SCI)
39)Wang, G.Q., Xia, J.Q., Wu, B.S. Two-dimensional composite mathematical alluvial model for the braided reach in the Lower Yellow River. Water International, 2004, 29 (4): 455-466. (SCI)
40)Wu, B.S., Wang Z.Y., and Li, C.Z. Yellow River Basin Management and Current Issues. Journal of Geographical Sciences, 2004, 14(supplement): 29-37.
41)Wang, G.Q., Wu, B.S., and Xia, J.Q. Modeling of the Diversion Channel Closure for the Third Stage of the Three Gorges Project. International Journal of Sediment Research, 2004, 19(1): 75-82.(EI)
42)Li, P.C., Wu, B.S., Zhou, J.J., and Han, W.L. Application of a Numerical Model of Solid-Liquid Hammer in Pipeline Transport. Engineering Science, 2004, 2(3): 53-59.
43)Molinas, A. and Wu, B.S. Transport of Sediment in Large Sand-Bed Rivers. Journal of Hydraulic Research, IAHR, 2003, 41(5): 549-555. (SCI)
44)Wu, B.S., Molinas, A., and Shu, A.P. Fractional Transport of Sediment Mixtures. International Journal of Sediment Research, 2003, 18(3): 232-247.(EI)
45)Han, W., Wang, G., Wu, B.S., Liu, S., and Zou, W. Water Hammer in Coarse-Grained Solid-Liquid Flows. Transactions of Nonferrous Metals Society of China, 2002, 12(2): 508-513. (SCI)
46)Wu, B.S. and Molinas, A. Choked Flows through Short Contractions. Journal of Hydraulic Engineering, ASCE, 2001, 127(8): 657-662. (SCI)
47)Molinas, A. and Wu, B.S. Transport of Sediment in Large Sand-Bed Rivers. Journal of Hydraulic Research, IAHR, 2001, 39(2): 135-146. (SCI)
48)Molinas, A., Wu, B.S., and Koester, R. Debris Flow Simulation for Highway Cross Culverts. Transportation Research Record, National Research Council, Transportation Research Board, 2001, 220-226. (SCI)
49)Molinas, A., and Wu, B.S. Comparison of Fractional Bed-Material Load Computation Methods in Sand-Bed Channels. Earth Surface Processes and Landforms, 2000, 25(10): 1045-1068. (SCI)
50)Molinas, A. and Wu, B.S. Effect of Size Gradation on Transport of Sediment Mixtures. Journal of Hydraulic Engineering, ASCE, 1998, 124(8): 786-793. (SCI)
51)Molinas, A., Kheireldin, K., and Wu, B.S. Shear Stress around Vertical Wall Abutment. Journal of Hydraulic Engineering, ASCE, 1998, 124(8): 822-830. (SCI)
52)Yang, C. T., Molinas, A., and Wu, B.S. Sediment Transport in the Yellow River. Journal of Hydraulic Engineering, ASCE, 1996, 122(5): 237-244. (SCI)
53)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,2015,45(10):1080-1088.(EI)
54)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(7):1137-1148.(EI)
55)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研究. 清华大学学报,2015,55(2):170-183.(EI)
56)吴保生,王永强,王彦君,周丽艳. 黄河内蒙古河道冲淤及同流量水位的变化特点[J]. 泥沙研究,2015,(3):8-14.
57)吴保生,刘可晶,申红彬,周丽艳. 黄河内蒙古河段输沙量与冲淤量计算方法[J]. 水科学进展,2015,26(3):311-321.(EI)
58)费祥俊,吴保生. 黄河下游高含沙水流基本特性与输沙能力[J]. 水利水电技术,2015,46(6):86-93.
59)费祥俊,吴保生. 黄河下游河道的输沙平衡关系与河床调整[J]. 水力发电学报,2015,34(7):1-11.
60)费祥俊,吴保生,傅旭东. 两相非均质流输沙平衡关系及挟沙力研究. 水利学报,2015,46(7):757-764.(EI)
61)费祥俊,吴保生. 黄河下游高含沙洪水水库调控技术研究. 泥沙研究,2015,(2):1-8.
62)郑珊,谈广鸣,吴保生,王开荣. 利津水位对河口演变响应的计算方法[J]. 水利学报,2015,46(3):315-325.(EI)
63)范念念,吴保生. 基于随机-动力学模型的非均匀推移质扩散[J]. 浙江大学学报(工学版),2015,49(2):246-250.
64)吴保生. 内蒙古十大孔兑对黄河干流水沙及冲淤的影响. 人民黄河,2014,36(10):5-8(中文核心期刊,创刊65周年特稿)
65)郑珊,吴保生,谈广鸣. 基于宏观系统的冲积河流自动调整研究评述[J]. 泥沙研究,2014,(5):73-80.
66)郑珊,吴保生. 黄河小北干流和渭河下游淤积过程模拟 [J]. 水利学报. 2014,45(2):150-162.(EI)
67)申红彬, 吴保生,郑珊,李文文. 黄河上游兰州至头道拐河段流量频率变化分析[J]. 水力发电学报. 2014,33(1):6-14.
68)李文文,傅旭东,吴文强,吴保生. 黄河下游水沙突变特征分析[J]. 水力发电学报,2014,33(1):108-113.
69)郑珊,吴保生,李凌云. 图特河北汊对圣海伦斯火山爆发响应过程的模拟[J]. 水利学报, 2013,44(10):1239-1248.(EI)
70)郑珊,吴保生. 圣海伦火山爆发对图特河北汊河床演变的影响[J]. 水力发电学报. 2013, 32(4),101-108.
71)陈萍,申红彬,吴保生,曹兵. 黄河下游冲淤量计算方法[J]. 水力发电学报. 2013, 32(6),157-164.
72)王平,张原锋,侯素珍,胡恬,吴保生. 黄河上游高含沙支流入汇与交汇区淤积形态试验研究. 四川大学学报(工程科学版),2013,45(5):34-42.
73)王平,侯素珍,张原锋,吴保生. 黄河上游孔兑高含沙洪水特点与冲淤特性[J]. 泥沙研究,2013,(1):67-73.
74)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[J]. 水科学进展,2013,24(5):692-698.(EI)
75)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[J]. 力学学报,2013,45(1):83-93.(EI)
76)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[J]. 计算物理,2013,30(5),649-658.(EI)
77)申红彬,吴保生,郑珊,李文文. 黄河内蒙古河段平滩流量与有效输沙流量关系[J]. 水科学进展,2013,24(4):477-482.(EI)
78)张原锋,王平,侯素珍,吴保生. 黄河上游干支流交汇区沙坝淤堵形成条件[J]. 水科学进展,2013,24(3):333-339.(EI)
79)谢金明,吴保生,刘孝盈. 水库泥沙淤积管理综述[J]. 泥沙研究,2013,(3):71-80.
80)李文文,傅旭东,吴保生,吴文强. 黄河下游非汛期来水来沙对平滩流量的影响[J]. 水力发电学报,2013,32(1):132-138.
81)范念念,吴保生,田富强. 沙地地区水文过程及模拟—以秃尾河流域为例[J]. 水文,2013,33(1):12-17.
82)许仁义,钟德钰,吴保生. 一维浅水流动的一种大时间步长格式[J]. 水利学报,2012,(43,增刊2),41-47.(EI)
83)许仁义,钟德钰,吴保生. 山洪演进模拟中的建筑物附加阻力[J]. 一维浅水流动的一种大时间步长格式[J]. 水利学报,2012,(43,增刊2),74-78.(EI)
84)谢金明,吴保生,毛继新,刘孝盈. 泥沙淤积对水库影响的评估模型研究. 水力发电学报. 2012,31(6):137-142.( EI)
85)张艳艳,吴保生,傅旭东. 黄河下游河道场次洪水输沙特性分析[J]. 水力发电学报,2012,31(3):70-76.(EI)
86)张艳艳,钟德钰,吴保生. 黄河平滩流量的多时间尺度现象[J]. 水科学进展,2012,23(3):302-309.(EI)
87)尚毅梓,假冬冬,吴保生. 扰动可预知算法在实际渠道上的应用[J]. 水力发电学报,2012,31(2):100-107.(EI)
88)谢金明,吴保生. 基于Gould-Dincer方法的水库发电能力计算[J]. 清华大学学报 (自然科学版),2012(2):164-176.(EI)
89)张艳艳,钟德钰,吴保生. 黄河下游平滩流量驱动与响应模型[J]. 清华大学学报(自然科学版),2012,52(6):759-765. (EI)
90)范念念,钟德钰,吴保生. 基于PDF模型的泥沙起悬概率[J]. 清华大学学报(自然科学版),2012,52(6):766-770.(EI)
91)吴保生,郑珊,李凌云. 黄河下游塑槽输沙需水量计算方法[J]. 水利学报,2012,43(5):594-601.(EI)
92)李凌云,郑珊,吴保生. 基于能量平衡概念的平滩流量计算方法[J]. 人民黄河,2012,24(2):26-37.
93)李文文,傅旭东,吴文强,吴保生. 黄河下游水沙突变特征分析[J]. 人民黄河,2012,34(10):19-20.
94)李薇,王正兵,Huib de Vriend, 吴保生. 下泄洪水峰值增加时糙率降低和河床冲刷的相对关系[J]. 人民黄河,2012,34(10):18-19.
95)谢金明,吴保生,刘孝盈. 水库生命周期管理理念及对我国水库泥沙淤积管理的启示[J]. 水利水电科技进展,2011,31(S1):20-25.
96)刘孝盈,吴保生,于琪洋,毛继新,史红玲. 水库淤积影响及对策研究[J]. 泥沙研究,2011,(6):37-40.
97)吴保生,李凌云,张原锋. 维持黄河下游主槽不萎缩的塑槽需水量[J]. 水利学报,2011,42(12):1392-1397.(EI)
98)李文文,吴保生. 渭河下游平滩流量影响因子相关分析[J]. 应用基础与工程科学学报,2011,19(增刊):28-36.(EI)
99)李凌云,吴保生. 平滩流量滞后响应模型的改进[J]. 泥沙研究,2011,(2):21-26.
100)尚毅梓,吴保生,李铁键,王光谦. 渠首分水扰动可预知算法设计与仿真[J]. 水科学进展,2011,22(2):242-248.(EI)
101)李凌云,吴保生,侯素珍. 滞后响应模型在黄河内蒙古河段的应用[J]. 水力发电学报,2011(1):70-77.(EI)
102)吴保生,张艳艳. 基于BP网络的场次洪水冲淤量计算. 泥沙研究,2011,(1):8-14.
103)尚毅梓,吴保生,李铁键,张成. 闸前常水位输水渠道运行过程控制系统[J]. 清华大学学报(自然科学版),2010,50(12):1915-1919.(EI)
104)李薇,刘孝盈,徐炳丰,吴保生. 英国土壤侵蚀科学研究综述[J]. 中国水土保持科学,2010,8(1):108-113.
105)夏军强,吴保生,王艳平,李文文. 黄河下游河段平滩流量计算及变化过程分析[J]. 泥沙研究,2010,(2):6-14.
106)吴保生. 黄河下游高村站平滩面积的滞后响应模型[J]. 泥沙研究,2010,(2):31-34.
107) 傅旭东,姜立伟,吴保生,胡春宏,王光谦,费祥俊. 黄河下游河道场次洪水排沙比及其不确定性[J]. 中国科学 E辑, 2010,40(4):349-357.(EI)
108)李凌云,吴保生. 渭河下游平滩流量的预测[J]. 清华大学学报(自然科学版) ,2010,50(6):852-856.(EI)
109)李文文,夏军强,吴保生,邵景力. 人工神经网络方法在黄河下游平滩流量计算中的应用[J]. 泥沙研究,2010,(3):17-23.
110)李文文,夏军强,吴保生,邵景力. 黄河下游平滩流量影响因子相关分析[J]. 人民黄河,2010,32(6):10-12.
111)李文文,夏军强,吴保生,邵景力. 潼关高程与其影响因子的相关分析[J]. 人民黄河,2010,32(7):6-9.
112)范念念,吴保生,刘乐. 地震导致河流改道与古蜀文明的变迁[J]. 山地学报,2010,28(4):453-462.
113)尚毅梓,吴保生,崔兴华,梁树青,方神光. 长距离输水渠道节制闸调节系统控制特性研究[J]. 水力发电学报,2009,(1):97-103.(EI)
114)刘晓燕,李小平,张原锋,张晓华,吴保生. 黄河下游主槽恢复目标研究[J]. 泥沙研究,2009,(2):1-7.
115)夏军强,吴保生,李文文,黄河下游平滩流量不同确定方法的比较[J]. 泥沙研究,2009,(3):20-29.
116)李凌云,吴保生. 黄河下游平滩流量的估算方法[J],人民黄河,2009,31(6):32-33.
117)史传文,吴保生,马吉明. 河型自然分类的河流模糊等价矩阵聚类方法[J]. 水力发电学报,2009,(5):215-220.(EI)
118)李薇,刘孝盈,徐炳丰,吴保生. 英国土壤侵蚀及治理的研究和启示[J]. 中国水利水电科学研究院学报,2009,7(3):227-231.
119)张原锋,Michel A. Verbank,吴保生. 基于床面形态的泥沙输移模式及其在黄河下游的应用[J]. 泥沙研究,2009,(6):48-53.
120)刘孝盈,吴保生. 美国五大流域减沙效果分析[J]. 西安理工大学学报,2008,24(4):462-466.
121)吴保生. 冲积河流河床演变的滞后响应模型-I模型建立[J]. 泥沙研究,2008,(6):1-7.
122)吴保生. 冲积河流河床演变的滞后响应模型-II模型应用[J]. 泥沙研究,2008,(6):30-37.
123)吴保生,尚毅梓,崔兴华,陈植元. 渠道自动化控制系统及其运行设计[J]. 水科学进展,2008,19(5):746-755.(EI)
124)方神光,吴保生,傅旭东. 南水北调中线干渠闸门调度运行方式探讨[J]. 水力发电学报2008,27(5):93-97.(EI)
125)尚毅梓,吴保生. 多渠段渠道自动控制系统的稳定性[J]. 清华大学学报,2008,48(6):967-671.(EI)
126)吴保生. 冲积河流平滩流量的滞后响应模型[J]. 水利学报,2008,39(6):680-687.(EI)
127)夏军强,吴保生,王艳平. 近期黄河下游河床调整过程及特点[J]. 水科学进展,2008,19(3):301-308.(EI)
128)吴保生,游涛. 水库泥沙淤积滞后响应的理论模型[J]. 水利学报,2008,39(5):627-632.(EI)
129)吴保生,申冠卿. 来沙系数物理意义的探讨[J]. 人民黄河,2008,(4):15-16.
130)方神光,尚毅梓,李玉荣,吴保生. 大型输水渠道退水口的退水能力研究[J]. 水利水电科技进展,2008,28(1):58-61.
131)吴保生,张原锋,夏军强. 黄河下游高村站平滩面积变化分析[J]. 泥沙研究,2008,(2):34-40.
132)史传文,吴保生,马吉明. 基于马尔科夫概率预测法的游荡型河道段主流突变次数概率预报模式探讨[J]. 泥沙研究,2008,(2):47-51.
133)吴保生,李凌云. 黄河下游河道横断面的若干特点[J]. 人民黄河,2008,(2):15-16.
134)方神光,李玉荣,吴保生. 大型输水渠道闸前常水位的研究[J]. 水科学进展,2008,19(1):68-71.(EI)
135)方神光,吴保生. 南水北调中线输水渠道中节制闸影响研究[J]. 水利水电技术,2008,39(2):32-35.
136)夏军强,吴保生,王艳平,赵寿刚. 黄河下游游荡段滩岸土体组成及力学特性分析[J]. 科学通报,2007,52(23):2806-2812.(EI)
137)方神光,吴保生. 南水北调中线干渠闸前变水位运行方式探讨. 水动力学研究与进展(A辑),2007,22(5):633-639.
138)方神光,吴保生. 南水北调中线工程输水渠道桥梁影响分析[J]. 水利水电科技进展,2007,27(6):61-63.
139)方神光,吴保生,赵刚. 南水北调中线输水渠道的漫溢现象分析[J]. 水利水电科技进展,2007,27(4):11-14.
140)方神光,吴保生,傅旭东等. 南水北调中线输水渠道中分水口的影响研究[J]. 清华大学学报,2007,47(9):1452-1456.(EI)
141)史传文,吴保生,马吉明. 冲积河流河型的成因及分类与判别的计算方法[J] . 水力发电学报,2007年,26(5):107-111.(EI)
142)吴保生,夏军强,张原锋. 黄河下游平滩流量对来水来沙变化的响应[J]. 水利学报,2007,38(7):886-892.(EI)
143)吴保生,邓玥. 三门峡水库非汛期控制水位对库区泥沙冲淤的影响[J]. 水力发电学报,2007年,26(2):93-98.(EI)
144)史传文,吴保生,马吉明. 黄河下游河型分类与判别模式研究[J]. 泥沙研究,2007,(4):53-58.
145)吴保生,张原锋. 黄河下游输沙量的沿程变化规律和计算方法[J]. 泥沙研究,2007,(1):30-35.
146)刘孝盈,汪岗,吴斌,吴保生,府仁寿,杨爱民. 美国大流域长时间序列水土保持减沙效果分析[J]. 中国水土保持科学,2006,4(4):67-71.
147)方神光,吴保生. 南水北调长距离调水中渠首所需水头的探讨[J]. 南水北调与水利科技,2006,4(6):50-52.
148)方神光,王开,吴保生. 大型输水渠道中过水建筑物的新处理方法[J]. 南水北调与水利科技,2006,4(6):56-58.
149)吴保生,褚明华,府仁寿. 美国科罗拉多河的水沙变化分析[J]. 应用基础与工程科学学报,2006,14(3):427-434.( EI)
150)方神光,吴保生. 紊动浮射流中的普朗特数取值研究[J]. 应用基础与工程科学学报,2006,14(3):435-443.(EI)
151)史传文,马吉明,吴保生. 黄河下游宽河段闸前微差爆破开槽冲刷成渠方法研究[J]. 水利发电学报,2006,25(3):102-105.(EI)
152)王光谦,黄跃飞,魏加华,吴保生. 南水北调中线工程总干渠造率论证. 南水北调与水利科技,2006,4(1):8-14.
153)吴保生,夏军强,王兆印. 三门峡水库淤积及潼关高程的滞后响应[J]. 泥沙研究,2006,(1):9-16.
154)吴保生,傅旭东. 拓展泥沙治理思路,适应社会发展需要. [N]. 中国水利报,2005年12月10日.
155)吴保生,王光谦. 调水调沙,利用人造洪峰减淤[N]. 中国水利报,2005年7月2日.
156)吴保生,邓玥. 三门峡水库河床纵剖面的调整变化[J]. 水利学报, 2005,36(5):549-554.(EI)
157)吴保生,陈红刚,马吉明. 美国基西米河生态修复工程的经验[J]. 水利学报,2005,36(4):473-477.(EI)
158)李昌志,王兆印,吴保生,王费新. 潼关高程下降对渭河下游防洪的影响[J]. 水利学报,2005,36(2):147-154.(EI)
159)李昌志,王兆印,吴保生,周静. 潼关高程下降对渭河下游河床演变的影响[J]. 泥沙研究,2005,36(2):45-53.
160)吴保生,王光谦,王兆印,夏军强. 来水来沙对潼关高程的影响及变化规律[J]. 科学通报,2004,49(14):1461-1465.(EI)
161)夏军强,王光谦,吴保生. 平面二维河床纵向与横向变形数学模型[J]. 中国科学E辑:科学技术,2004,34(增刊I):165-174.(EI)
162)吴保生,陈红刚,马吉明. 美国基西米河渠化工程对河流生态环境的影响[J]. 水利水电技术,2004,35(9):13-16.
163)吴保生,邓玥,马吉明. 格伦峡大坝人造洪水试验[J]. 人民黄河,2004,(7):12-14.
164)王兆印,吴保生,李昌志. 对渭河下游是否已达到冲淤平衡的分析[J]. 人民黄河,2004,26(4):16-18.
165)吴保生,马吉明,张仁,府仁寿. 水库及河道整治对黄河下游游荡性河道河势演变的影响[J]. 水利学报,2003,(12):12-20.(EI)
166)吴保生,张仁. 三门峡水库建库前潼关高程变化研究成果的比较分析[J]. 泥沙研究,2004, (1):70-78.
167)马吉明,吴保生. 具有Riblets边界面的粘弹性流体速度分布的试验研究[J]. 水利学报,2003,(1):17-20.(EI)
168)夏军强,王光谦,吴保生. 黄河下游河床纵向与横向变形的数学模拟-I二维混合模型的建立[J]. 水科学进展,2003,14(4):389-395.(EI)
169)夏军强,王光谦,吴保生. 黄河下游河床纵向与横向变形的数学模拟-II二维混合模型的应用[J]. 水科学进展,2003,14(4):396-400.(EI)
170)吴保生,马吉星. 床沙代表粒径与输移泥沙中值粒径的关系. 泥沙研究,2002,(2):6-14.
171)吴保生,张新民,马吉明. 卡克水流现象的临界判别条件[J]. 水利学报,2002,(8):12-20.(EI)
172)夏军强,王光谦,吴保生. 黄河下游的岸滩侵蚀[J]. 泥沙研究,2002,(3), 14-21.
173)吴保生. 过路涵洞设计中的泥石流模拟计算[J]. 泥沙研究,2001,(4):34-40.
174)吴保生,龙毓骞. 黄河水流输沙能力公式的若干修正[J]. 人民黄河,1993,(7):1-4.
175)张启卫,吴保生,曲少军,韩巧兰. 黄河下游泥沙数学模型[J]. 泥沙研究,1994,(2):85-93.
176)曲少军,吴保生,张启卫,韩巧兰. 黄河水库一维泥沙数学模型的初步研究[J]. 人民黄河,1994,(1):1-4.
177)吴保生. 黄河下游水库实时防洪优化调度的研究[J]. 武汉水利电力学院学报,1992,5(增刊):97-101.
178)杜殿勋,吴保生,朱厚生,聂相田. 三门峡水库优化调度运用的研究[J]. 水利规划, 1991, (2):39-45.
179)吴保生. 黄河下游水库实时防洪优化调度的研究[A]. 黄科院科研论文集第三集, 中国环境出版社,1992,121-129.
180)吴保生,陈惠源. 多库防洪系统优化调度的一种解算方法[J]. 水利学报,1991,(11):35-40.
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181)Wang, Y.Q., Zhong, D.Y., Wu, B.S. Long-term navigation optimal operation of cascaded reservoirs. ICHE Conference. Hamberg, German. 2014.
182)Fan, N.N., Singh, A., Georgiou, E.F., and Wu, B.S. Anomalous diffusion for bed load transport with a physically-based model. 2013 American Geophysical Union Fall Meeting, San Francisco, USA. 2013.
183)Fan, N.N., Georgiou, F., Wu, B.S., and Zhong, D.Y. On muti-scale dynamics of bed load transport: An approach based on statistical mechanics. Proceeding of 2013 IAHR World Conference, Chengdu. 2013.
184)Li, W., Wang, Z.B., van Maren, D.S., de Vriend, H.J., and Wu, B.S. Relative role of bed roughness, bed erosion and channel storage on peak discharge increase in hyperconcentrated floods. The 8th Symposium on River, Coastal, and Estuarine Morphodynamics, 2013, Santander, Spain.
185)Zhang, Y.Y., Wu, B.S., He, Y., and Wang, J.P. Multiple Time Scale Relationships of Bankfull Discharge with Streamflow and Sediment Transport in the Lower Yellow River in China. Proceedings of the 35th IAHR World Congress, 2013, Chengdu, China, 1-14.
186)Fan, N.N., Georgiou, E.F., and Wu, B.S. On Multi-Scale Dynamics of Bed Load Transport: An Approach Based on Statistical Mechanics. Proceedings of the 35th IAHR World Congress, 2013, Chengdu, China, 1-8.
187)Zhong, D.Y., Zhang, L., and Wu, B.S. Velocity Profiles of Turbulent Sediment-laden Flows in Open-channels. Proceedings of the 35th IAHR World Congress, 2013, Chengdu, China, 1-14.
188)Fan, N.N., Zhong, D.Y., Wu, B.S., and 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, Beijing, China, 2011, 140-146.
189)Zhang, Y.Y., Wu, B.S., Zhong, D.Y. The mechanism of hyper-concentrated flood peak discharge increasing in the Lower Yellow River. Proceedings of the 7th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Beijing, China, 2011, 413-424.
190)Zhong, D.Y., Wang, G.Q., and 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, Beijing, China, 2011, 950-953.
191)Li, W.W., Fu, X.D., Wu, B.S., Fan, N.N. The Influence of water and sediment load in the nonflood season on the bankfull discharge in the Lower Yellow River. Proceedings of the 7th IAHR Symposium on River, Coastal and Estuarine Morphodynamics, Beijing, China, 2011, 1680-1693.
192)Zhang, Y.Y., Wu, B.S., and Fu, X.D. Characteristics of sediment transport by flood events in the Lower Yellow River. Proceedings of the 34th IAHR World Congress, Brisbane, Australia, 2011, 3853-3860.
193)Xie, J.M, Annandale, G.W., and Wu, B.S. Reservoir Capacity-Potential Power Generation-Reliability Estimation Based on Gould-Dincer Approach. Proceedings of the 34th IAHR World Congress, Brisbane, Australia, 2011, 1811-1817.
194)Fu, X.D., Jiang, L.W., Wu, B.S, Hu, C.H., Wang, G.Q., Fei, X.J. Quantifying Channel Maintenance In-stream Flows for the Lower Yellow River: An Optimization-Based Approach. Proceedings of the 33rd IAHR Congress, Vancouver, Canada, 2009, 3266-3281.
195)Li, L.Y., Wu, B.S., Hou, S.Z. Delayed Response Model for Bankfull Discharge at Inner Mongolia Reach of the Yellow River. Proceedings of the 4th International Yellow River Forum on Basin Management, Zhengzhou, China, 2009, Vol. IV, 175-181.
196)Xia, J.Q., Wu, B.S., Wang, Y.P., Li, W.W. Comparison of different approaches to determining bankfull discharge in the Lower Yellow River. Proceedings of the 4th International Yellow River Forum on Basin Management, Zhengzhou, China, 2009, Vol. III, 51-63.
197)You, T., Wu, B.S., Cheng, H.P., and Wang, Z.H. Delayed response and quantified river health indexes. Proceedings of the 33rd IAHR Congress, Vancouver, Canada, 2009, 7179-7184. .
198)Xia J.Q., Lin, B.L., Falconer, R.A., and Wu, B.S. An Unstructured Finite Volume Algorithm for Predicting Man-Made Flood Routing in the Lower Yellow River. Proceedings of the BHS Tenth National Hydrology Symposium, British Hydrological Society, 2008, 289-295.
199)Xu, B.F., Liang, J., and Wu, B.S. Trends in Water Runoff and Sediment Load in Selected World’s Rivers. Proceedings of 16th IAHR-APD Congress and 3rd Symposium of IAHR-ISHS, Nanjing, China, 2008, Vol. III, 889-894.
200)Li, L.Y., Li and Wu, B.S. Bankfull Area Prediction Method Based on Erosion and Sedimentation. Proceedings of 16th IAHR-APD Congress and 3rd Symposium of IAHR-ISHS, Nanjing, China, 2008, Vol. III, 854-858.
201)Shang, Y.Z., Wu, B.S., and Li, L.H. State and Space Algorithm of Downstream Water-Level Control for Multipool Canals. Environmental Informatics Archives, Proceedings of the 6th International Conference on Environmental Informatics, Bangkok, Thailand, 2007, Vol. 5, 431- 439.
202)Wu, B.S., Xia, J.Q., and Zhang, Y.F. Variation of Bankfull Area in Response to Changes in Flow Discharges in the Lower Yellow River. Proceedings of the 10th International Symposium on River Sedimentation, Moscow, 2007, Vol. II, 492-500.
203)Xia, J.Q., Wu, B.S., and Wang, Y.P. Processes and Characteristics of Recent Channel Adjustment in the Lower Yellow River. Proceedings of the 10th International Symposium on River Sedimentation, Moscow, 2007, Vol. II, 448-457.
204)van Maren, D.S., Winterwerp, J.C., Wu, B.S., and Zhou. J.J. Morphological modeling of hyperconcentrated floods in the Yellow River. International Conference on Fluvial Hydraulics, Lisbon, PORTUGAL, 2006, River Flow 2006, Vols. 1 and 2, 1383-1391.
205)Wu, B.S. and Li, L.Y., Comparisons of Selected Sediment Transport Methods in the Yellow River, Proceedings of the Second Sino-American Workshop on Advanced Computational Modeling in Hydroscience and Engineering, Beijing, China, 2006.
206)Wu, B.S. and Shi, C.W. Channel Patterns and Equilibrium Transport of Sediment. Proceedings of the 15th Congress of APD-IAHR, IIT Madras, India, 2006, Vol. I, 243-252.
207)Wu, B.S. and Xia, J.Q. Environmental Assessment and Sedimentation Management of Sanmenxia Reservoir. Proceedings of the 31st IAHR Congress, Seoul, Korea, 2005, 6150-6162.
208)Wu, B.S., Shi, C.W., Ma, J.M., and Chu, M.H. Classification of Channel Patterns Based on Strong Equilibrium Sediment Transport Concept. Proceedings of the Second International Yellow River Forum on Basin Management, Zhengzhou, China, 2005, Vol. III, 187-195.
209)Zhang, C.C., Wu, B.S., and Yang, Y. Correlations between Sediment Transport Capacity and Flow Intensity in the Lower Yellow River. Proceedings of the Second International Yellow River Forum on Basin Management, Zhengzhou, China, 2005, Vol. I, 290-297.
210)Deng, Y. and Wu, B.S. Prototype Experiment of Erosion and Sedimentation in Sanmenxia Reservoir. Proceedings of the Second International Yellow River Forum on Basin Management, Zhengzhou, China, 2005, Vol. III, 378-387.
211)de Veriend, H., Zhou, J.J., Wang, Z.Y., Wu, B.S., Witerwerp, H., and van Maren, B.S. Predictive Modeling of Sediment Transport and Morphology in the Lower Yellow River. Proceedings of the Second International Yellow River Forum on Basin Management, Zhengzhou, China, 2005, Vol. III, 128-134.
212)van Marena, D.S., Winterwerp, J.C., de Vriend, H.J., Wang, Z.B., Wang, Z-Y, Zhou, J.J., Wu, B.S. Sediment-induced Density Effects on Channel Patterns of Silt-laden Rivers. Proceedings of the Second International Yellow River Forum on Basin Management, Zhengzhou, China, 2005, Vol. I, 290-297.
213)Wu, B.S. and Wang, Z.Y. Impacts of Sanmenxia Dam and Management Strategies. Proceedings of the International Conference on Hydraulics of Dams and River Structures, Tehran, Iran, 2004, 213-227.(主题发言)
214)Wu, B.S. Effect of Flow Changes on Sedimentation in Sanmenxia Reservoir. Proceedings of the Ninth International Symposium on River Sedimentation, Yichang, China, 2004, 931-937.
215)Xia, J.Q. and Wu, B.S. Study on the Influence of Different Operational Modes of the Sanmenxia Reservoir on the Tongguan Elevation Using a 1D Mathematical Model” Proceedings of the Ninth International Symposium on River Sedimentation, Yichang, China, 2004, 634-641.
216)Li, C.Z., Wang Z.Y., Wu, B.S. Effect of Tongguan Elevation Reduction on Flood Defense in the Lower Weihe River. Proceedings of the Ninth International Symposium on River Sedimentation, Yichang, China, 2004, 628-633.
217)Wang, G.Q., Xia, J.Q., Wu, B.S. Temporal and Spatial Variation Characteristics of Riverbank Erosion Mechanisms and Rates in the Lower Yellow River. Proceedings of the Ninth International Symposium on River Sedimentation, Yichang, China, 2004, 353-366.
218)Shi, C.W., Ma, J.M., and Wu, B.S. Experimental Study of Channel Opening by Explosion in the Lower Yellow River. Proceedings of the Ninth International Symposium on River Sedimentation, Yichang, China, 2004, 1722-1727.
219)Wu, B.S. Channel Response to Changing Flow Conditions - A Case Study of the Yellow River. Proceedings of the First International Conference on the Solutions of Water Shortage and Instream Flow Problem in Asia, Incheon, South Korea, 2003, 70-86. (大会特邀报告)
220)Wu, B.S., Ma, J.M., Zhang, B.S., and Ma, J.Y. Morphological Response to River Training in the Lower Yellow River. Proceedings of the First International Yellow River Forum on Basin Management, Zhengzhou, China, 2003, Vol. II, 381-391.
221)Wu, B.S. “Backwater Computation for Choked Flows through Bridge Contractions. Flood Defence ’2002: Proceedings of the Second International Conference on Flood Defence, Science Press New York Ltd., 2002, Vol. I, 470-468.
222)Wu, B.S. Limit Opening Ratio for Choking Flow Phenomenon. Advances in Hydraulics Engineering and Water Engineering: Proceedings of the 13th IAHR-APD Congress, World Scientific, Singapore, 2002, Vol. I, 126-130.
223)Wu, B.S. Aspects of Mekong Hydrological Modeling with Reference to the Experience in China. Proceedings of International Expert Meeting on Flood Forecasting for the Mekong River, Technical Support Division, Mekong River Commission Secretariat, Phnom Penh, Cambodia, 2002, 67-74.
224)Wu, B.S. Comparison of Fractional Sediment Transport Methods. XXIX IAHR Congress Proceedings, Theme D: Hydraulics of Rivers, Water Works and Machinery, Beijing, China, 2001, Vol. II, 336-342.
225)Molinas, A. and Wu, B.S. Non-equilibrium Sediment Transport Modeling of Sanmenxia Reservoir. Energy and Water: Sustainable Development, Proceedings of Theme D, the 27th Congress of International Association for Hydraulic Research, San Francisco, California, 1997, 126-131.
226)Wu, B.S. and Molinas, A. Modeling of Alluvial River Sediment Transport. Proceedings of the International Conference on Reservoir Sedimentation, Colorado State University, Fort Collins, Colorado, 1996, 281-325.
227)Guo, J., Wu, B.S., and Molinas, A. Analytical Integration of Einstein’s Sediment Transport Integrals. Proceedings of the International Conference on Reservoir Sedimentation, Colorado State University, Fort Collins, Colorado, 1996, 119-120.5.
228)Du, D., Wu, B.S., Zhu, H., and Nie, X. Study on the Optimal Operation Scheme of Sanmenxia Reservoir. Proceedings of the 5th International Symposium on River Sedimentation, Germany, 1992.
229)王永强,李学明,凌虹霞,钟德钰,吴保生. 金沙江下游梯级水库群通航水流条件初步研究[A]. 第九届全国泥沙基本理论研究学术讨论会论文集[C],杭州,2014,508-513.
230)郑珊,吴保生,谈广鸣,赵亮. 考虑来水来沙与河口淤积延伸共同作用的黄河下游冲淤过程计算[A]. 第九届全国泥沙基本理论研究学术讨论会论文集[C],杭州,2014,11-16.
231)陈阿娟,郑珊,吴保生. 黄河下游高含沙洪水含沙量的沿程衰减过程模拟 [A]. 第九届全国泥沙基本理论研究学术讨论会论文集[C],杭州,2014,149-153.
232)范念念,吴保生. 基于随机—动力学模型的推移质颗粒扩散. [A]. 第九届全国泥沙基本理论研究学术讨论会论文集[C],杭州,2014,748-748.
233)史传文,张宇华,吴保生. 冲积河流河型成因的逻辑推理[A]. 第四届全国水力学与水利信息学学术大会论文集[C],中国陕西,2009,499-505.
234)刘孝盈,汪岗,吴保生,府仁寿,杨爱民. 美国大面积长时间序列水土保持的减沙效果分析研究[A]. 中国水土保持学会第三次全国会员代表大会学术论文集[C],北京,2006 年,265-269.
235)吴保生,夏军强. 三门峡水库考虑滞后响应的河床调整规律[A]. 第六届全国泥沙基本理论研究学术讨论会论文集[C],黄河水利出版社,郑州,2005,425-432.
236)吴保生,史传文,马吉明. 基于强平衡输沙理论的河型判别式[A]. 第二届黄河国际论坛论文集[C],黄河水利出版社,郑州,2005, Vol. III, 215-225.
237)张川,吴保生,杨益. 黄河下游输沙能力与水流强度的相关性分析[A]. 第二届黄河国际论坛论文集[C],黄河水利出版社,郑州,2005, Vol. I, 313-321.
238)邓玥,吴保生. 三门峡水库泥沙冲淤原型试验[A]. 第二届黄河国际论坛论文集[C],黄河水利出版社,郑州,2005, Vol. III, 412-424.
239)吴保生,龙毓骞. 黄河输沙能力的对比分析[A]. 全国泥沙基本理论研究学术讨论会论文集[C],1992,138-148.