土石坝水库工程投资与效益的量化比研究
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摘要
土石坝水库枢纽工程费用和效益的研究,对于资源的优化配置有着重要的意义。论文简要阐述了对土石坝水库枢纽工程费用、效益的认识,详细论述了其包含的内容、产生的机理和影响因素。在探讨了常用理论及方法特点和土石坝水库正常运行可靠性时间的基础上,重点分析研究了土石坝水库枢纽工程各费用、效益的量化算法;并就在利用ANSYS与MATLAB等专业软件的基础上,对量化算法的程序解法进行了进一步的研究,提出并获得了土石坝水库枢纽工程的可靠效益费用量化比。同时,在运用方案类比法的基础上,提出了水库效费比的约束指数,以此来反映水库枢纽工程间接效益的作用。最后针对三种不同的坝型设计方案,对安徽省池州市一土石坝水库枢纽工程的费用效益量化比进行了计算,并从费用效益量化比的角度上,对优选方案提出了建议。结尾,总结了全文的研究成果,展望了今后进一步研究的方向。
The research of expenses and benefits of dam reservoir project has a great deal of significance for the Resource Allocation. This Paper briefly described the expenses and benefits of the dam reservoir project, effective understanding of the process, discussed in detail the content it contains, the resulting mechanism and influence factors. Based on exploring the theory and methods commonly used and reliability of dam reservoir projects running time, has a key analysis of the cost-effective quantitative methods of the dam reservoir project; and a further research of the programmable solution for the quantitative methods by using specialized software such as ANSYS and MATLAB, then the reliable benefits expenses ratio is calculated based on above. Meanwhile, in the use of programs based on the analogy proposed reservoir constraints cost-effective index, in order to reflect the indirect benefits of the role of reservoir. Finally, comparing three different design options of a dam in Chizhou City of Anhui Province, a dam reservoir project quantify of the expenses and the benefits were calculated, and the effectiveness of quantitative point of view than on the optimal scheme proposed. At the end of this paper, the text summarizes the results of research and look forward to the future direction for further research.
The research of expenses and benefits of dam reservoir project has a great deal of significance for the Resource Allocation. This Paper briefly described the expenses and benefits of the dam reservoir project, effective understanding of the process, discussed in detail the content it contains, the resulting mechanism and influence factors. Based on exploring the theory and methods commonly used and reliability of dam reservoir projects running time, has a key analysis of the cost-effective quantitative methods of the dam reservoir project; and a further research of the programmable solution for the quantitative methods by using specialized software such as ANSYS and MATLAB, then the reliable benefits expenses ratio is calculated based on above. Meanwhile, in the use of programs based on the analogy proposed reservoir constraints cost-effective index, in order to reflect the indirect benefits of the role of reservoir. Finally, comparing three different design options of a dam in Chizhou City of Anhui Province, a dam reservoir project quantify of the expenses and the benefits were calculated, and the effectiveness of quantitative point of view than on the optimal scheme proposed. At the end of this paper, the text summarizes the results of research and look forward to the future direction for further research.
引文
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[17]李广信,高等土力学[M],北京:清华大学出版社,2004
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[20]刘丽贤,马国鹭,赵登峰,基于APDL的ANSYS网格划分及应用[J],重庆科技学院学报(自然科学版),2008(10),122-123
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[28]赵伟,包振宇,路晓光.Rosenblueth法在滑坡的危险性评价和可靠性分析中的应用[J].中国水运,2010,1:138-139
[29]李梦玄,余吃,王元汉,边坡失稳的仿真模拟分析,岩土工程应用技术新进展论文集,上海同济大学出版社,2002
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[31]王助成,邵敏,有限元法基本原理和数值方法,北京:清华大学出版社,1997
[32] Wilson Edward L,Numerieal methods for solution of finite element systems,Computer Utilization Struetural Engineering,New York,1989:21-30
[33] DayRA,Finite element analysis of eonstruetionst ability of Thika Dam,Computer sand Geoteehnies,1998,23(4):205-219
[34] Kovaeevie N,Finite element analysis of aroekfill dam,Pro IntConf Compute Methods Ady Geomeeh,Morgantown,1994:2459-2465
[35] Parton,M,Finite element analysis of an earth dam and foundation,Aust-NZ Conf of Geomeeh,Brisbane,1975:21-25
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[37]郑颖人,龚晓南,岩土塑性力学基础,北京:中国建筑工业出版社,1989,
[38]蒋彭年,土的本构关系[M],北京:科学出版社,1982,
[39]殷宗泽,土体本构模型剖析[J],岩土工程学报,1996,18(4):95-97,
[40] He Chang-Rong, Effeets of parameters of Dunean-Chang model on ealeulated results, Chinese Journal of Geoteehnieal Engineering[J],2002,24(2):170-176,
[41]混凝土面板堆石坝会议论文集,南京:河海大学出版社,1990,
[42]苑莲菊,李振栓,武胜忠等,工程渗流力学及应用[M],北京:中国建材工业出版社,2001
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[44]毛耗熙,渗流计算分析与控制[M],北京:水利电力出版社,1990
[45]朱伯芳,有限单元法原理与应用[M],北京:中国水利水电出版社,2004,
[46]白永年,中国堤坝防渗加固新技术[M],北京:中国水利水电出版社,2001,
[47]谢晓华,沈珠江,土石坝计算中非线性模型的改进[M],水利水运科学研究,1998(3)
[48]李皓月,周田朋,刘相新,ANSYS工程应用教程,北京:中国铁道出版社,2003,
[49] ANSYS理论计算手册[M]
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[51]戴跃华,薛继乐,ANSYS在土石坝有限元计算中的应用[J],水利与建筑工程学报,2007(12),74-76
[52]夏瑞武,APDL参数化有限元分析技术及其应用[J],机电产品开发与创新,2008(3),103-104
[53]王正林,刘明,精通MATLAB 7[M],北京:电子工业出版社,2006:5-9
[54]董振海,精通MATLAB 7编程与数据库应用[M],北京:电子工业出版社,2007
[55]陆孝平谭培伦王淑筠,水利工程防洪经济效益分析方法与实践[M],南京:河海大学出版社,1993:1-138
[56]马光文,刘金焕,李菊根,流域梯级水电站群联合优化运行[M],北京:中国电力出版社,2008:132-133
[57]金菊良,遗传算法在水问题中的应用[D],南京:河海大学,1995
[58]叶秉如,水利计算及水资源规划[M],北京:中国水利水电出版社,2005,
[59]李钰新,水资源系统运行调度[M],北京:中国水利水电出版社,1996,
[60]胡斌武,年径流动态的长期灰色拓扑预测[J],水电能源科学,1993,11(1)
[61]田鹏颖,社会工程哲学引论[M],北京:人民出版社2006,10:212-213
[62]黄思铭,欧晓坤等,刚性约束-生态综合评价考核指标体系研究[M],北京:科学出版社,1998
[63]蔡晓明,生态系统生态学[M],北京:科学出版社,2000:1-5
[64]吴志强,蔚芳,可持续发展中国人居环境评价指标体系[M],北京:科学出版社,2004:34-35
[65] Fleming,P,J,and A,P, Pashkevich,Computer Aided Control System Design Using a Multi-Objective Optimisation Approach, Control 1985 Conference, Cambridge, UK, 174-179
[66]陈欢,叶少有,基于属性识别模型的节水灌溉方案优选[J],合肥工业大学学报(自然科学版),2009,32(12):1893-1895
[2]姜帆,土石坝安全综合评价系统技术研究[D],沈阳:沈阳农业大学,2007
[3]钱家欢、殷宗泽,土工原理与计算[M],北京:中国水利水电出版社,1995
[4]吴持恭,水力学(第三版)[M],北京:高等教育出版社,2003
[5]林昭,碾压式土石坝设计[M],郑州:黄河水利出版社,2003
[6]袁光裕,水利工程施工[M],北京:中国水利水电出版社,2005
[7]许四复,郭诚谦,土石坝施工[M],北京:水利电力出版社,1986
[8]张启岳,土石坝加固技术[M],北京:高等教育出版社,1999
[9]张国栋,王宏,测压管在土石坝渗流监测中的适用性探讨[J],大坝与安全,2008(4),26-30
[10]周之豪,沈曾源,水利水能规划(第二版)[M],北京:中国水利水电出版社,1997,
[11]中华人民共和国国家标准-水土保持术语GB/T 20465-2006
[12]天津大学水利系水能利用教研室,水力发电-水利水能规划[M],北京:中国工业出版社,1961
[13] Martin Wieland, R, Peter Brenner,Life-span of concrete and embankment dams and economic benefits of dam safety projects[J],岩土工程学报,2008,11(30):1692
[14] Duncan,J M,Chang,C Y Nonlinear analysis of stress and strain in comparation[J], Journal of the soil Mechanics and Foundations Division, ASCE,1970
[15] Day R A, Finite element analysis of construction stability of Thika Dam, Computers and Geoteehnies, 1998,23(4):205-219,
[16]张学言,岩土塑性力学[M],北京:人民交通出版社,1993
[17]李广信,高等土力学[M],北京:清华大学出版社,2004
[18]岳庆河,刘福胜,非稳定渗流作用下土石坝边坡稳定分析[J],中国农村水利水电,2008(11),66-68
[19]李宗坤,何芳婵,王建有,赵凤遥,基于ANSYS的土石坝施工过程仿真分析[J],人民黄河,2007(8),59-60
[20]刘丽贤,马国鹭,赵登峰,基于APDL的ANSYS网格划分及应用[J],重庆科技学院学报(自然科学版),2008(10),122-123
[21]崔晓微,秦理曼,张连春,土石坝力学参数反分析综述[J],黑龙江水利科技,2006(4),54-55
[22]毛海涛,侍克斌,马铁城,新疆透水地基上土石坝防渗墙有效深度研究[J],人民长江,2008(10),81-84
[23]施熙灿蒋水心水利工程经济(第三版)[M],中国水利水电出版社,2005,06
[24]钱家欢,殷宗泽,土工原理与计算[M],北京:水利电力出版社,1994
[25]李刚,程耿东.基于性能的结构抗震设计——理论、方法与应用[M].北京:科学出版社,2004
[26] N,R,曼,R,E,沙费尔,N,D,辛普瓦拉.可靠性与寿命数据的统计方法[M].中国电子学会电子产品可靠性质量管理专业学会,1980
[27]赵国藩,金伟良.结构可靠度理论[M].中国建筑工业出版社,200,12:128-129
[28]赵伟,包振宇,路晓光.Rosenblueth法在滑坡的危险性评价和可靠性分析中的应用[J].中国水运,2010,1:138-139
[29]李梦玄,余吃,王元汉,边坡失稳的仿真模拟分析,岩土工程应用技术新进展论文集,上海同济大学出版社,2002
[30] Richard E, Goodman,岩石力学原理及其应用[M],王鸿儒等译,北京:科学出版社,1990
[31]王助成,邵敏,有限元法基本原理和数值方法,北京:清华大学出版社,1997
[32] Wilson Edward L,Numerieal methods for solution of finite element systems,Computer Utilization Struetural Engineering,New York,1989:21-30
[33] DayRA,Finite element analysis of eonstruetionst ability of Thika Dam,Computer sand Geoteehnies,1998,23(4):205-219
[34] Kovaeevie N,Finite element analysis of aroekfill dam,Pro IntConf Compute Methods Ady Geomeeh,Morgantown,1994:2459-2465
[35] Parton,M,Finite element analysis of an earth dam and foundation,Aust-NZ Conf of Geomeeh,Brisbane,1975:21-25
[36] Zienkiewiez C,The finite element method and the solution of some geophysieal problems,UK:Country of Publieation,1976
[37]郑颖人,龚晓南,岩土塑性力学基础,北京:中国建筑工业出版社,1989,
[38]蒋彭年,土的本构关系[M],北京:科学出版社,1982,
[39]殷宗泽,土体本构模型剖析[J],岩土工程学报,1996,18(4):95-97,
[40] He Chang-Rong, Effeets of parameters of Dunean-Chang model on ealeulated results, Chinese Journal of Geoteehnieal Engineering[J],2002,24(2):170-176,
[41]混凝土面板堆石坝会议论文集,南京:河海大学出版社,1990,
[42]苑莲菊,李振栓,武胜忠等,工程渗流力学及应用[M],北京:中国建材工业出版社,2001
[43]顾慰慈,渗流计算原理及应用[M],北京:中国建材工业出版社,2000
[44]毛耗熙,渗流计算分析与控制[M],北京:水利电力出版社,1990
[45]朱伯芳,有限单元法原理与应用[M],北京:中国水利水电出版社,2004,
[46]白永年,中国堤坝防渗加固新技术[M],北京:中国水利水电出版社,2001,
[47]谢晓华,沈珠江,土石坝计算中非线性模型的改进[M],水利水运科学研究,1998(3)
[48]李皓月,周田朋,刘相新,ANSYS工程应用教程,北京:中国铁道出版社,2003,
[49] ANSYS理论计算手册[M]
[50]龚曙光,谢桂兰,ANSYS操作命令与参数化编程,北京:机械工业出版社,2004,
[51]戴跃华,薛继乐,ANSYS在土石坝有限元计算中的应用[J],水利与建筑工程学报,2007(12),74-76
[52]夏瑞武,APDL参数化有限元分析技术及其应用[J],机电产品开发与创新,2008(3),103-104
[53]王正林,刘明,精通MATLAB 7[M],北京:电子工业出版社,2006:5-9
[54]董振海,精通MATLAB 7编程与数据库应用[M],北京:电子工业出版社,2007
[55]陆孝平谭培伦王淑筠,水利工程防洪经济效益分析方法与实践[M],南京:河海大学出版社,1993:1-138
[56]马光文,刘金焕,李菊根,流域梯级水电站群联合优化运行[M],北京:中国电力出版社,2008:132-133
[57]金菊良,遗传算法在水问题中的应用[D],南京:河海大学,1995
[58]叶秉如,水利计算及水资源规划[M],北京:中国水利水电出版社,2005,
[59]李钰新,水资源系统运行调度[M],北京:中国水利水电出版社,1996,
[60]胡斌武,年径流动态的长期灰色拓扑预测[J],水电能源科学,1993,11(1)
[61]田鹏颖,社会工程哲学引论[M],北京:人民出版社2006,10:212-213
[62]黄思铭,欧晓坤等,刚性约束-生态综合评价考核指标体系研究[M],北京:科学出版社,1998
[63]蔡晓明,生态系统生态学[M],北京:科学出版社,2000:1-5
[64]吴志强,蔚芳,可持续发展中国人居环境评价指标体系[M],北京:科学出版社,2004:34-35
[65] Fleming,P,J,and A,P, Pashkevich,Computer Aided Control System Design Using a Multi-Objective Optimisation Approach, Control 1985 Conference, Cambridge, UK, 174-179
[66]陈欢,叶少有,基于属性识别模型的节水灌溉方案优选[J],合肥工业大学学报(自然科学版),2009,32(12):1893-1895