闸堰结合溢洪道控制段设计与调洪方法研究
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摘要
溢洪道工程是土石坝水库枢纽的重要组成部分,而在溢洪道工程中控制段是设计的重点。本文在溢洪道控制段采用闸门控制的基础上,提出了控制段采用闸堰结合的形式,并对闸堰结合溢洪道控制段设计与调洪方法进行了详细的研究。这里的闸堰结合方式不同于传统的在堰上面建闸,而是在溢洪道控制段既有闸室段又有实用堰段。闸堰结合相对于其它方案兼顾了纯闸与纯堰的优点,且较经济、合理,在大中型水库溢洪道工程中具有良好的应用前景。本文的主要内容和成果有:
(1)分析了闸堰结合溢洪道控制段的布置。主要分析了“一侧式”和“对称式”两种闸堰结合溢洪道形式的特点及适用条件、地质、水流方向等自然条件、适合闸堰结合溢洪道的堰型(WES堰、折线型实用堰、迷宫堰)的特点等,研究出合理的闸堰结合溢洪道布置形式的选择方法、提出了闸堰结合溢洪道的布置原则、从泄流能力、地形条件、经济等方面,对现有适合闸堰结合溢洪道的堰型进行比较,提出了溢流堰堰型的选择方法。
(2)分析闸堰结合溢洪道的泄流特点,并依据水库现有调洪方法和调洪理论,结合闸、堰的泄流特点,研究提出了闸堰结合溢洪道的调洪原则和调洪方法。利用回归软件分析闸、堰现有流量系数,提出了流量系数的确定方法。
(3)从效益和费用两个方面分析研究,结合工程实例—杨庄水库溢洪道控制段的经济方案比较,提出了闸堰结合溢洪道控制段与纯闸、纯堰的经济比较方法。
Spillway project is an important part of the earth-rock dam hub, and in the spillway project the control section is the important part of the designing. On the basis of the control section of the spillway using gateway control, this paper proposes the use of the weir-gateway combination in the control section, and researches the control section design and storage-routing method of the weir-gateway combination of the spillway detailed. Here the weir-gateway combination is different from traditional gateway built on the weir, but it has gateway and weir in the control section of the spillway. Weir-gateway combination which relatives to the other schemes has the advantages of the pure gateway and pure weir, and is more economical and reasonable, in large and medium-sized reservoirs spillway project has a good application prospect. The main contents and conclusions of the paper are as follows:
(1)The layout of the control section for weir-gateway combination has been analyzed in detail. This paper mainly analyses the "side type" and "symmetric-al type" two forms' characteristics and suitable conditions of the weir-gateway combination, geological, in the direction of flow and other natural conditions, weir type(WES weir, hard dine practical weir, maze weir)suitable for weir-gateway combination characteristics, researches a reasonable selection method of layout of the weir-gateway combination, proposes layout principle, from discharge capacity, topography condition, economic and the other aspects, and the weir type existing suitable for weir-gateway combination compared, proposes the selection method of the weir type.
(2)The discharge characteristics of weir-gateway combination have been analyzed, basing on the existing reservoir storage-routing methods and storage-routing theory and combining with the discharge characteristics of the weir and the gateway, this paper proposes storage-routing principles and storage-routing methods of the weir-gateway combination. Using the regression software, the existing flow coefficients of the weir and the gateway have been analyzed, this paper puts forward the method to determine the flow coefficient.
(3)From the benefits and costs analysis, combined with the engineering practice -- the economic scheme comparison of the spillway control section Yangzhuang Reservoir, puts forward the economic comparison method of the spillway control section for the weir-gateway combination and the pure gateway, pure weir.
(1)分析了闸堰结合溢洪道控制段的布置。主要分析了“一侧式”和“对称式”两种闸堰结合溢洪道形式的特点及适用条件、地质、水流方向等自然条件、适合闸堰结合溢洪道的堰型(WES堰、折线型实用堰、迷宫堰)的特点等,研究出合理的闸堰结合溢洪道布置形式的选择方法、提出了闸堰结合溢洪道的布置原则、从泄流能力、地形条件、经济等方面,对现有适合闸堰结合溢洪道的堰型进行比较,提出了溢流堰堰型的选择方法。
(2)分析闸堰结合溢洪道的泄流特点,并依据水库现有调洪方法和调洪理论,结合闸、堰的泄流特点,研究提出了闸堰结合溢洪道的调洪原则和调洪方法。利用回归软件分析闸、堰现有流量系数,提出了流量系数的确定方法。
(3)从效益和费用两个方面分析研究,结合工程实例—杨庄水库溢洪道控制段的经济方案比较,提出了闸堰结合溢洪道控制段与纯闸、纯堰的经济比较方法。
Spillway project is an important part of the earth-rock dam hub, and in the spillway project the control section is the important part of the designing. On the basis of the control section of the spillway using gateway control, this paper proposes the use of the weir-gateway combination in the control section, and researches the control section design and storage-routing method of the weir-gateway combination of the spillway detailed. Here the weir-gateway combination is different from traditional gateway built on the weir, but it has gateway and weir in the control section of the spillway. Weir-gateway combination which relatives to the other schemes has the advantages of the pure gateway and pure weir, and is more economical and reasonable, in large and medium-sized reservoirs spillway project has a good application prospect. The main contents and conclusions of the paper are as follows:
(1)The layout of the control section for weir-gateway combination has been analyzed in detail. This paper mainly analyses the "side type" and "symmetric-al type" two forms' characteristics and suitable conditions of the weir-gateway combination, geological, in the direction of flow and other natural conditions, weir type(WES weir, hard dine practical weir, maze weir)suitable for weir-gateway combination characteristics, researches a reasonable selection method of layout of the weir-gateway combination, proposes layout principle, from discharge capacity, topography condition, economic and the other aspects, and the weir type existing suitable for weir-gateway combination compared, proposes the selection method of the weir type.
(2)The discharge characteristics of weir-gateway combination have been analyzed, basing on the existing reservoir storage-routing methods and storage-routing theory and combining with the discharge characteristics of the weir and the gateway, this paper proposes storage-routing principles and storage-routing methods of the weir-gateway combination. Using the regression software, the existing flow coefficients of the weir and the gateway have been analyzed, this paper puts forward the method to determine the flow coefficient.
(3)From the benefits and costs analysis, combined with the engineering practice -- the economic scheme comparison of the spillway control section Yangzhuang Reservoir, puts forward the economic comparison method of the spillway control section for the weir-gateway combination and the pure gateway, pure weir.
引文
白继中.申庄水库溢洪道水流改善措施研究[J].山西水利科技,2005(4):13-15
白音包力皋等.导流栅对弯道水流动量调整的研究[J].水利学报,2001(1):1-5
曹阳,卢爱菊,范锴.江垭水电站泄水闸集中控制系统的设计和运用[J].人民长江,2000(31):91-93
常小平.EXCEL在水库调洪演算中的应用[J].江淮水利科技,2009(3):17-18
车钟勋,张淑琴,王海波.音河水库溢洪道工程设计[J].黑龙江水利科技,1999(1):20-22
陈德亮,王长德.水工建筑物[M].北京:中国水利水电出版社,2005
陈椿庭.高坝消能进展[C].水工水力学及水文论文集.北京:水利电力出版社,1993:84-102
陈群,戴光清.鱼背山水库岸边阶梯溢洪道流场的三维数值模拟[J].水力发电学报,2002(3):62-72
邓涛.浅谈某防洪控制闸设计[J].工业技术.2009 (9):83-84
邓莹莹,马斌,张宗孝.榆林王圪堵水库溢洪道模型试验研究[J].水利工程,2007(4):68-71
董锦平,胡庆华.利用流域槽蓄水量进行调洪计算[J].东北水利水电,2007(11):48-50
冯梦雪,陈共建.大隆水利枢纽溢洪道的设计与优化[J].人民珠江,2008(2):49-55
甘玉华.用半图解法推算建昌县流水沟水库泄洪流量过程线[J].科技信息,2008(6):37-40
高宝玉,潘世龙,谷生顺,何孔清.巢湖流域洪水演算微机模型的建立[J].黑龙江水利科技,1999(4):14-42
耿运生,孙双科.一种新型的迷宫堰布置形式-P.K堰[J].南水北调与水利科技,2006(4):57-59
耿运生,车传金,靳翠红.乱木水库溢洪道水流数值模拟[J].水科学与工程技术,2006(5):33-35
花立峰,王国杰.桃曲坡水库溢洪道侧堰加闸工程设计若干问题研究[J].水利水电工程设计,2000(1):36-38
花立峰,沙际德.三角形迷宫堰的宫室流态及阻力分析[J].西北水资源与水工程, 1998,(04):36-42
黄松联.迷宫堰在小型水库加固扩建中的应用[J].广东水利水电,2006,(06):11-15
黄天纵,温其英.柘田水库溢洪道底流消能试验[J].水利水运科学研究,1994(3):239-245
J.J.卡西迪.闸控溢洪道与大坝安全[J].水利水电快报,2001(14):9-12
雷端生.岩溶地区洪水计算初探[J].科技信息,2007(14):58-59
雷杨,梁忠民.防洪工程经济效益计算方法研究进展[J].水利经济,2008 (3):16-19
李文果,孙雪林,孙森林.有效利用水资源的新型堰闸结构[J].水利科技与经济,2006 (1):42-43
李祥银,杜静,杨勇.Excel在小流域设计洪水调洪演算中的应用[J].科技信息,2008(6):34-47
李昌昊,宁斌武.多年调节水库下游的洪水计算——以耒阳洪水分析计算为例[J].湖南水利水电,2003(1):23-26
李建中,赵修荣.泄水建筑物紊流边界层探讨[J].水利学报,1985(8):49-57
李刚.溢洪道水力特性的数值研究[D].哈尔滨工程大学,2007
刘文亮.高红水库拦河闸的设计[J].科技情报开发与经济,2009(19):194-195
刘长珍.迷宫堰技术在小型水库除险加固中的应用[J].水利工程建设与管理,2008(18): 36-38
刘金贵.对迷宫堰流量公式的新探索[J].山西水利科技,1997(03):53-58
刘其发.水库调洪化算流量法中权系数的确定[J].人民长江,1999(3):34-36
彭新民,崔广涛,贾树宝.迷宫堰泄流能力及水力特性的试验研究[J].天津大学学报, 2003 (06):727-730
清华大学.水力学(上册)[M].北京:人民教育出版社,1981:307-314
邱静,黄本胜,赖冠文.宽顶堰平板门闸孔出流流量系数的研究与应用[J].中国农村水利水电,2002(9):41-42
沈承颖,杨树林.浅谈水产养殖业的成本核算及管理[J].中国农业会计,2006(8):25-27
施熙灿,蒋水心.水利工程经济[M].北京:中国水利水电出版社,2007
水利部天津水利水电勘测设计研究院.溢洪道设计规范(SL253-2000)[S].北京:中国水利水电出版社,2000
水利部.溢洪道设计规范(SL253-2000)[S].北京:中国水利水电出版社,2000
水利部.水闸设计规范(SL265-2001)[S].北京:水利水电出版社,2001
苏冬阳.张峰水库溢洪道泄流能力分析[J].山西水利科技,2008(2):24-29
孙艳玲,翟彦波.水库溢洪道设计研究[J].黑龙江水利科技,2007(6):73-74
孙东坡,薛海,宋永军,王二平,刘晓平.宽浅陡槽水流的稳定性及控导措施[J].武汉大学学报,2008(6):29-33
孙东坡,严军,罗秋实等.宽浅溢洪道水流动量分布特性研究[J].水科学进展,2006,17(5):10-15
田司南,曾晓东.MathCAD(数学cad)在调洪演算中的应用[J].广东水利水电,2006(2):30-32
童海鸿,艾克明,丁新求.折线型实用堰过流能力研究[J].中国农村水利水电,2002(2):19-22
涂明,周莉.水库溢洪道设计的初步分析[J].科技咨询导报,2007(16):66-67
王艳军,尹秋菊.大伙房水库防洪效益分析[J].辽宁农业科学,2008 (2):52-53
王仕筠.我省水库溢洪道挖潜改造的思考[J].江西水利科技,2000 (1):14-18
王仕筠,林剑青.迷宫堰的水力计算与应用[J].长江科学院院报,2000 (03):5-9
王军旗.迷宫堰有限元内力分析[J].山东水利科技,1995 (04):1-5
王怀良.湾头水利枢纽工程闸坝堰型比选设计[J].甘肃水利水电技术,2003(1):41-43
王秋梅,付强,徐淑琴,王立坤.水库调洪计算方法的发展[J].农机化研究,2006(6):56-58
王亚东,李刚,李福金.勃利县九龙水库溢洪道数值模拟试验分析[J].黑龙江水专学报, 2007(4):53-56
吴建军.河口村水库工程溢洪道设计[J].河南水利与南水北调,2007(3):43-44
吴鹏程,郭修建.尾矿库调洪过程分析与迭代演算[J].现代矿业,2009(6):116-131
吴持恭.水力学[M].北京:高等教育出版社,2004
吴建军.河口村水库工程溢洪道设计[J].河南水利与南水北调,2007(3):43-44
夏云峰.一种简便的非交错曲线网格三维水流数值模型[J].水动力学研究与进展,2002(10):638-646
杨百成.从牛角峪闸管理运行情况谈如何确保水闸的安全运行[J].河海水利,2001(5):21-23
姚世宏.迭代法水库调洪演算分析及电算程序[J].四川水利,2007(2):43-44
姚永辉.中小型水库溢洪道规划布局设计中的常见问题及其对策[J].中国水运,2007(9): 109-110
易令宇.考虑动库容的水库调洪计算方法浅析[J].湖南水利水电,2004(1):38-39
曾明勇.关于水库溢洪道设计中问题的探讨[J].海峡科学,2008(8):47- 49
曾甄,张志军.迷宫堰流量系数的探讨[J].中国农村水利水电,2005(04):49-52
张勤,张建高.水工程经济[M].北京:中国建筑工业出版社,2002
张绍芳.堰闸水力设计几个问题综述[J].水利水电技术,1997 (8):58-63
赵永刚,宫富艳,白云峰,李文.Excel表格在水库调洪演算中的应用[J].东北水利水电,2007(10):51-52
周勤,伍超,赵元弘,叶茂,胡耀华.“S”型溢洪道水流特性试验与数值模拟研究[J].水力发电学报,2005(3):78-82
朱红华,黄智敏,钟伟强.曲江县西牛潭水库溢洪道加固工程消能试验研究[J].广东水利水电,2005(1):13-14
Ahmet Baylar, M.Emin Emiroglu & Tamer Bagatur. An experimental investigation of aeration performance in stepped spillways. Journal of Water and Environment, 2006(20): 35–42
Burgisser M.F., Rutschmann P., Numerical solution of viscous 2DV free surface flows: flow over spillway crests. Proceedings, 28th IAHR Congress, Technical University Graz, Austria, 1999
Causon D.M., Mingham C.G., Ingram D.M., Advances in calculation methods for supercriticalflow in spillway channels. J. Hyd. Eng., ASCE 1999, 125(10): 1039-050
Cassidy J J, Gardner C A , Peacock R T. Boardman Labyrinth Crest Spillway. Journal of Hydraulic Engineering, 1985, (3): 148-156
Chen Zhaohe, Sun Ying, Li Qijun. Applications of over topping risk analysis for the earth dam of flood control reservoir. M Proceedings of 29th International Association of Hydraulic Engineering and Research Congress, Beijing :Tsinghua University Press, 2001: 204-210
Chou P.Y.. On the velocity correlations and the solution of the equations of turbulent fluctuation. Quart.J.Appl.Math, 1945, 3(1): 38-54
Darvas, LoaisA. Performance and Design of Labyrinth Weirs-Discussion. Journal of the Hydraulic Dicision, 1971(8): 1246- 1251
De Vriend, H.J..Theory of viscous flow in wide curved open channels, Proc.IAHR Int.Symp.On River Mechanics,1973
De Vriend.H.J.,A mathematical model of steady flow in curved shallow channels. Hydraulic Research,Vol.15, NO.1,1977: 37-53
Dietrich, W.W., J.D. Smith and T.Dunne. Flow and sediment Transport in A Sand Bedded Meander. J. of Geology, Vol.87,1979: 305-315
Ellis J, Pender G. Chute spillway design calculation. Proc. Inst. Civ. Engrs., Thomas Telford Ltd., London, England, 73(2): 299-312
Fiaz Aghayari, Tooraj Honar and Alireza Keshavarzi. A Study of Spatial Variation of Discharge Coefficient in Broad-crested Inclined Side Weirs. Journal of Irrigation and Drainage, 2009(58): 246–254
F.langborlia. A Cost-effective Program of New Spillway. Journal of Hydrpower & Dams, 2003(5): 10-14
F.Lemperiere. More Cost Data May Help to Optimize Spillways. Journal of Hydrpower & Dams, 2000(4): 53-54
Frederick LUXⅢ, HINCHLIFF David L. Design and construction of labyrinth spillways. Commission Internationale Des Grands Barrages, Q. 59 ,R. 15 :249 - 274
Hay, N. and Taylor, G.. A computer model for the determination of the performance of Labyrinth weir, proc.13th congress IAHR, Vo l. 1. 1969
H. C. Henderson, M. Kok, W. L. De Koning. Computer-aided spillway design using the boundary element method and non-linear programming. International Journal for Numerical Methods in Fluids, 1991(5): 625– 641
Hinchliff David L.. Design and construction of labyrinth spillway. Transaction of the 15th International Congress on Large Dams, 1985 (4): 502-507
Hirt, C.W., Nichols B.D.. Method for the Dynamics of Free Boundary. J. of Computational Physics, 1981(39): 201-225
J.J.Cassidy. Gate-controlled Spillway and Dam Safety. Journal of Hydrpower & Dams, 2000(6): 9-12
Khatsuria. Hydraulics of Spillways and Energy Dissipators. Thomas Telford Publishing, London,U K, 2005 :503-566
Kolavadin B.A. and Vatutin I.A.. Statistical transfer theory in non-homogeneous turbulence. Int.J.of Heat and Mass Transfer, 1972, 15: 2371-2388
Launder B.E.et al.Progress in the development of a Reynolds stress turbulence closure. J.Fluid Mech., 1975, 68: 537-566
Launder, B.E., Spalding D.B.. The Numerical Computation of Turbulent Flows. J. of Computer Methods in Applied Mechanics and Engineering, 1974(3): 269-289
Li W.,Xie Q.,Chen C.J.. Finite analytic solution of flow over spillway. J. Mech Eng. Div. ASCE 1989, 115(12): 2635-2648
M.A.Leschziner and W.Rodi, Calculation of strongly curved open channel flow, J.Hyd.DivASCE, Vol. 105(Hylo), 1979
Mann, P.C., 1983, Water pricing research needs.Joumal of the American Water Works Association, VOL.75, NO.1: 24-27
M. J. Etheridge, BSc, MPhil. The hydraulic analysis of side channel spillways as reservoir outlets. Thesis submitted for the degree of MPhil of Kingston Polytechnic, 1996(8): 245-252
R.D.Moser and P.Moin. The effects of curvature in wall-bounded turbulent flows. J. Fluid Mech., 1987, 175: 479-510
Rotta J.C.. Statistiche thearie nichthomogener turbulenz. Zetischriftf.Physic, 1951, 192: 547-572 and 131: 51-57
Roger, Willi H.. Supercritical bend flow. Journal of Hydraulic Engineering, ASCE, 1997, 123(3): 208-218
Runnar Brannlund and Ing-Marie Gren. Green Taxes: Economic Theory and Empirical Evidence from Scandinavia. Edward Elgar, 1999: 2-51
Runge, C. Ford. Common Property and Collective Action in Economic Development. World Development. 1986, 14(5): 623-635
Schneider, ML. User-Specific Water Demand Eradicates. Planning and manage, 1991, 117(1): 53-65
Sigurson. The structure and contro1 of turbulent reattaching flow. J. Fluid Mech, 1995, 198: 139-165
Smagorinsky J., General Circulation Experiments with the Primitive Equations: Part 1, the BsicExperiment. Monthly Weather Review, 1963, 91(3): 73-95
Spading D.B.. The prediction of two-dimensional steady turbulent flows. Imperial College, Heat Transfer Section Rep.,EF/TN/A/16,1969
Song C., Zhou F.. Simulation of free surface flow over spillway. Hyd. Eng., ASCE 1999: 125(9): 959-67
Sun Ying, Chen Zhaohe, Li Qijun. Overtopping risk analysis as a nonstructural measure. M Proceedings of 1999 International Symposium on Flood Control, Beijing, 1999: 89-97
Sun Ying, Chen Zhaohe, Li Qijun.Increasing the economic benefits of Taihe Reservoir by means of over topping risk analysis. M Proceedings of 29th International Association of Hydraulic Engineering and Research Congress, Beijing: Tsinghua University Press, 2001: 281-287
Technical Advisory Committee 1989. Sustainable agricultural production: Implications f K ikkawa H. Flow and bed toppgraphy in curved open channels. Journal of Hydraulic Division, 1976, 102(9): 1327-1342
Terry W. Sturm lified Design of Contraetionsin Supereritical Flow. Engineering, Vol. lll5, May, 1985
Tullis, J Paul, Nosratoliah amanian, etal. Design of labyrinth spillways. Journal of Hydraulic Engineering, 1995, 121(3): 247-255
Willi H Hager. Review of hydraulics of spillways and energy dissipators by R. M. Khat suria. J.Hydr. Engrg., 2006,132(2): 219-220
白音包力皋等.导流栅对弯道水流动量调整的研究[J].水利学报,2001(1):1-5
曹阳,卢爱菊,范锴.江垭水电站泄水闸集中控制系统的设计和运用[J].人民长江,2000(31):91-93
常小平.EXCEL在水库调洪演算中的应用[J].江淮水利科技,2009(3):17-18
车钟勋,张淑琴,王海波.音河水库溢洪道工程设计[J].黑龙江水利科技,1999(1):20-22
陈德亮,王长德.水工建筑物[M].北京:中国水利水电出版社,2005
陈椿庭.高坝消能进展[C].水工水力学及水文论文集.北京:水利电力出版社,1993:84-102
陈群,戴光清.鱼背山水库岸边阶梯溢洪道流场的三维数值模拟[J].水力发电学报,2002(3):62-72
邓涛.浅谈某防洪控制闸设计[J].工业技术.2009 (9):83-84
邓莹莹,马斌,张宗孝.榆林王圪堵水库溢洪道模型试验研究[J].水利工程,2007(4):68-71
董锦平,胡庆华.利用流域槽蓄水量进行调洪计算[J].东北水利水电,2007(11):48-50
冯梦雪,陈共建.大隆水利枢纽溢洪道的设计与优化[J].人民珠江,2008(2):49-55
甘玉华.用半图解法推算建昌县流水沟水库泄洪流量过程线[J].科技信息,2008(6):37-40
高宝玉,潘世龙,谷生顺,何孔清.巢湖流域洪水演算微机模型的建立[J].黑龙江水利科技,1999(4):14-42
耿运生,孙双科.一种新型的迷宫堰布置形式-P.K堰[J].南水北调与水利科技,2006(4):57-59
耿运生,车传金,靳翠红.乱木水库溢洪道水流数值模拟[J].水科学与工程技术,2006(5):33-35
花立峰,王国杰.桃曲坡水库溢洪道侧堰加闸工程设计若干问题研究[J].水利水电工程设计,2000(1):36-38
花立峰,沙际德.三角形迷宫堰的宫室流态及阻力分析[J].西北水资源与水工程, 1998,(04):36-42
黄松联.迷宫堰在小型水库加固扩建中的应用[J].广东水利水电,2006,(06):11-15
黄天纵,温其英.柘田水库溢洪道底流消能试验[J].水利水运科学研究,1994(3):239-245
J.J.卡西迪.闸控溢洪道与大坝安全[J].水利水电快报,2001(14):9-12
雷端生.岩溶地区洪水计算初探[J].科技信息,2007(14):58-59
雷杨,梁忠民.防洪工程经济效益计算方法研究进展[J].水利经济,2008 (3):16-19
李文果,孙雪林,孙森林.有效利用水资源的新型堰闸结构[J].水利科技与经济,2006 (1):42-43
李祥银,杜静,杨勇.Excel在小流域设计洪水调洪演算中的应用[J].科技信息,2008(6):34-47
李昌昊,宁斌武.多年调节水库下游的洪水计算——以耒阳洪水分析计算为例[J].湖南水利水电,2003(1):23-26
李建中,赵修荣.泄水建筑物紊流边界层探讨[J].水利学报,1985(8):49-57
李刚.溢洪道水力特性的数值研究[D].哈尔滨工程大学,2007
刘文亮.高红水库拦河闸的设计[J].科技情报开发与经济,2009(19):194-195
刘长珍.迷宫堰技术在小型水库除险加固中的应用[J].水利工程建设与管理,2008(18): 36-38
刘金贵.对迷宫堰流量公式的新探索[J].山西水利科技,1997(03):53-58
刘其发.水库调洪化算流量法中权系数的确定[J].人民长江,1999(3):34-36
彭新民,崔广涛,贾树宝.迷宫堰泄流能力及水力特性的试验研究[J].天津大学学报, 2003 (06):727-730
清华大学.水力学(上册)[M].北京:人民教育出版社,1981:307-314
邱静,黄本胜,赖冠文.宽顶堰平板门闸孔出流流量系数的研究与应用[J].中国农村水利水电,2002(9):41-42
沈承颖,杨树林.浅谈水产养殖业的成本核算及管理[J].中国农业会计,2006(8):25-27
施熙灿,蒋水心.水利工程经济[M].北京:中国水利水电出版社,2007
水利部天津水利水电勘测设计研究院.溢洪道设计规范(SL253-2000)[S].北京:中国水利水电出版社,2000
水利部.溢洪道设计规范(SL253-2000)[S].北京:中国水利水电出版社,2000
水利部.水闸设计规范(SL265-2001)[S].北京:水利水电出版社,2001
苏冬阳.张峰水库溢洪道泄流能力分析[J].山西水利科技,2008(2):24-29
孙艳玲,翟彦波.水库溢洪道设计研究[J].黑龙江水利科技,2007(6):73-74
孙东坡,薛海,宋永军,王二平,刘晓平.宽浅陡槽水流的稳定性及控导措施[J].武汉大学学报,2008(6):29-33
孙东坡,严军,罗秋实等.宽浅溢洪道水流动量分布特性研究[J].水科学进展,2006,17(5):10-15
田司南,曾晓东.MathCAD(数学cad)在调洪演算中的应用[J].广东水利水电,2006(2):30-32
童海鸿,艾克明,丁新求.折线型实用堰过流能力研究[J].中国农村水利水电,2002(2):19-22
涂明,周莉.水库溢洪道设计的初步分析[J].科技咨询导报,2007(16):66-67
王艳军,尹秋菊.大伙房水库防洪效益分析[J].辽宁农业科学,2008 (2):52-53
王仕筠.我省水库溢洪道挖潜改造的思考[J].江西水利科技,2000 (1):14-18
王仕筠,林剑青.迷宫堰的水力计算与应用[J].长江科学院院报,2000 (03):5-9
王军旗.迷宫堰有限元内力分析[J].山东水利科技,1995 (04):1-5
王怀良.湾头水利枢纽工程闸坝堰型比选设计[J].甘肃水利水电技术,2003(1):41-43
王秋梅,付强,徐淑琴,王立坤.水库调洪计算方法的发展[J].农机化研究,2006(6):56-58
王亚东,李刚,李福金.勃利县九龙水库溢洪道数值模拟试验分析[J].黑龙江水专学报, 2007(4):53-56
吴建军.河口村水库工程溢洪道设计[J].河南水利与南水北调,2007(3):43-44
吴鹏程,郭修建.尾矿库调洪过程分析与迭代演算[J].现代矿业,2009(6):116-131
吴持恭.水力学[M].北京:高等教育出版社,2004
吴建军.河口村水库工程溢洪道设计[J].河南水利与南水北调,2007(3):43-44
夏云峰.一种简便的非交错曲线网格三维水流数值模型[J].水动力学研究与进展,2002(10):638-646
杨百成.从牛角峪闸管理运行情况谈如何确保水闸的安全运行[J].河海水利,2001(5):21-23
姚世宏.迭代法水库调洪演算分析及电算程序[J].四川水利,2007(2):43-44
姚永辉.中小型水库溢洪道规划布局设计中的常见问题及其对策[J].中国水运,2007(9): 109-110
易令宇.考虑动库容的水库调洪计算方法浅析[J].湖南水利水电,2004(1):38-39
曾明勇.关于水库溢洪道设计中问题的探讨[J].海峡科学,2008(8):47- 49
曾甄,张志军.迷宫堰流量系数的探讨[J].中国农村水利水电,2005(04):49-52
张勤,张建高.水工程经济[M].北京:中国建筑工业出版社,2002
张绍芳.堰闸水力设计几个问题综述[J].水利水电技术,1997 (8):58-63
赵永刚,宫富艳,白云峰,李文.Excel表格在水库调洪演算中的应用[J].东北水利水电,2007(10):51-52
周勤,伍超,赵元弘,叶茂,胡耀华.“S”型溢洪道水流特性试验与数值模拟研究[J].水力发电学报,2005(3):78-82
朱红华,黄智敏,钟伟强.曲江县西牛潭水库溢洪道加固工程消能试验研究[J].广东水利水电,2005(1):13-14
Ahmet Baylar, M.Emin Emiroglu & Tamer Bagatur. An experimental investigation of aeration performance in stepped spillways. Journal of Water and Environment, 2006(20): 35–42
Burgisser M.F., Rutschmann P., Numerical solution of viscous 2DV free surface flows: flow over spillway crests. Proceedings, 28th IAHR Congress, Technical University Graz, Austria, 1999
Causon D.M., Mingham C.G., Ingram D.M., Advances in calculation methods for supercriticalflow in spillway channels. J. Hyd. Eng., ASCE 1999, 125(10): 1039-050
Cassidy J J, Gardner C A , Peacock R T. Boardman Labyrinth Crest Spillway. Journal of Hydraulic Engineering, 1985, (3): 148-156
Chen Zhaohe, Sun Ying, Li Qijun. Applications of over topping risk analysis for the earth dam of flood control reservoir. M Proceedings of 29th International Association of Hydraulic Engineering and Research Congress, Beijing :Tsinghua University Press, 2001: 204-210
Chou P.Y.. On the velocity correlations and the solution of the equations of turbulent fluctuation. Quart.J.Appl.Math, 1945, 3(1): 38-54
Darvas, LoaisA. Performance and Design of Labyrinth Weirs-Discussion. Journal of the Hydraulic Dicision, 1971(8): 1246- 1251
De Vriend, H.J..Theory of viscous flow in wide curved open channels, Proc.IAHR Int.Symp.On River Mechanics,1973
De Vriend.H.J.,A mathematical model of steady flow in curved shallow channels. Hydraulic Research,Vol.15, NO.1,1977: 37-53
Dietrich, W.W., J.D. Smith and T.Dunne. Flow and sediment Transport in A Sand Bedded Meander. J. of Geology, Vol.87,1979: 305-315
Ellis J, Pender G. Chute spillway design calculation. Proc. Inst. Civ. Engrs., Thomas Telford Ltd., London, England, 73(2): 299-312
Fiaz Aghayari, Tooraj Honar and Alireza Keshavarzi. A Study of Spatial Variation of Discharge Coefficient in Broad-crested Inclined Side Weirs. Journal of Irrigation and Drainage, 2009(58): 246–254
F.langborlia. A Cost-effective Program of New Spillway. Journal of Hydrpower & Dams, 2003(5): 10-14
F.Lemperiere. More Cost Data May Help to Optimize Spillways. Journal of Hydrpower & Dams, 2000(4): 53-54
Frederick LUXⅢ, HINCHLIFF David L. Design and construction of labyrinth spillways. Commission Internationale Des Grands Barrages, Q. 59 ,R. 15 :249 - 274
Hay, N. and Taylor, G.. A computer model for the determination of the performance of Labyrinth weir, proc.13th congress IAHR, Vo l. 1. 1969
H. C. Henderson, M. Kok, W. L. De Koning. Computer-aided spillway design using the boundary element method and non-linear programming. International Journal for Numerical Methods in Fluids, 1991(5): 625– 641
Hinchliff David L.. Design and construction of labyrinth spillway. Transaction of the 15th International Congress on Large Dams, 1985 (4): 502-507
Hirt, C.W., Nichols B.D.. Method for the Dynamics of Free Boundary. J. of Computational Physics, 1981(39): 201-225
J.J.Cassidy. Gate-controlled Spillway and Dam Safety. Journal of Hydrpower & Dams, 2000(6): 9-12
Khatsuria. Hydraulics of Spillways and Energy Dissipators. Thomas Telford Publishing, London,U K, 2005 :503-566
Kolavadin B.A. and Vatutin I.A.. Statistical transfer theory in non-homogeneous turbulence. Int.J.of Heat and Mass Transfer, 1972, 15: 2371-2388
Launder B.E.et al.Progress in the development of a Reynolds stress turbulence closure. J.Fluid Mech., 1975, 68: 537-566
Launder, B.E., Spalding D.B.. The Numerical Computation of Turbulent Flows. J. of Computer Methods in Applied Mechanics and Engineering, 1974(3): 269-289
Li W.,Xie Q.,Chen C.J.. Finite analytic solution of flow over spillway. J. Mech Eng. Div. ASCE 1989, 115(12): 2635-2648
M.A.Leschziner and W.Rodi, Calculation of strongly curved open channel flow, J.Hyd.DivASCE, Vol. 105(Hylo), 1979
Mann, P.C., 1983, Water pricing research needs.Joumal of the American Water Works Association, VOL.75, NO.1: 24-27
M. J. Etheridge, BSc, MPhil. The hydraulic analysis of side channel spillways as reservoir outlets. Thesis submitted for the degree of MPhil of Kingston Polytechnic, 1996(8): 245-252
R.D.Moser and P.Moin. The effects of curvature in wall-bounded turbulent flows. J. Fluid Mech., 1987, 175: 479-510
Rotta J.C.. Statistiche thearie nichthomogener turbulenz. Zetischriftf.Physic, 1951, 192: 547-572 and 131: 51-57
Roger, Willi H.. Supercritical bend flow. Journal of Hydraulic Engineering, ASCE, 1997, 123(3): 208-218
Runnar Brannlund and Ing-Marie Gren. Green Taxes: Economic Theory and Empirical Evidence from Scandinavia. Edward Elgar, 1999: 2-51
Runge, C. Ford. Common Property and Collective Action in Economic Development. World Development. 1986, 14(5): 623-635
Schneider, ML. User-Specific Water Demand Eradicates. Planning and manage, 1991, 117(1): 53-65
Sigurson. The structure and contro1 of turbulent reattaching flow. J. Fluid Mech, 1995, 198: 139-165
Smagorinsky J., General Circulation Experiments with the Primitive Equations: Part 1, the BsicExperiment. Monthly Weather Review, 1963, 91(3): 73-95
Spading D.B.. The prediction of two-dimensional steady turbulent flows. Imperial College, Heat Transfer Section Rep.,EF/TN/A/16,1969
Song C., Zhou F.. Simulation of free surface flow over spillway. Hyd. Eng., ASCE 1999: 125(9): 959-67
Sun Ying, Chen Zhaohe, Li Qijun. Overtopping risk analysis as a nonstructural measure. M Proceedings of 1999 International Symposium on Flood Control, Beijing, 1999: 89-97
Sun Ying, Chen Zhaohe, Li Qijun.Increasing the economic benefits of Taihe Reservoir by means of over topping risk analysis. M Proceedings of 29th International Association of Hydraulic Engineering and Research Congress, Beijing: Tsinghua University Press, 2001: 281-287
Technical Advisory Committee 1989. Sustainable agricultural production: Implications f K ikkawa H. Flow and bed toppgraphy in curved open channels. Journal of Hydraulic Division, 1976, 102(9): 1327-1342
Terry W. Sturm lified Design of Contraetionsin Supereritical Flow. Engineering, Vol. lll5, May, 1985
Tullis, J Paul, Nosratoliah amanian, etal. Design of labyrinth spillways. Journal of Hydraulic Engineering, 1995, 121(3): 247-255
Willi H Hager. Review of hydraulics of spillways and energy dissipators by R. M. Khat suria. J.Hydr. Engrg., 2006,132(2): 219-220