水库灌区单站提水蓄水池分级研究
|
摘要
针对库区灌溉浪费严重的现象,本论文对灌溉系统四大部分(包括提水泵站、输水管道、蓄水池、配水管网)的投资和年运行费分别进行研究,以期达到库区灌溉系统年费用最小。本论文的主要内容和研究成果如下:
(1)对各种提水泵站的型式进行了详细论述,及不同水源、水位、地形地质等条件下可采用的具体型式。
(2)对水泵协同调节(水泵变频调速与阀门调节的有机结合)和单纯的变频调速在提高水泵效率方面,从理论和实例两方面进行分析论证,证明协同调节是比单纯变频调速更优的调节方式。
(3)对单站分级提水和多站分级提水进行能量分析与比较,得到在灌水方式相同的情况下,两种方式所需能量相同且优于单级提水。对蓄水池分级方法进行论述并对单站分级提水的供水形式进行详细论述,确立本论文所采用的形式。
(4)对系统四大部分各部分的投资进行分析研究,建立系统投资函数,同时根据系统的动力费和其它费用建立系统年运行费函数。根据两大函数,结合工程经济学中的最小化准则建立单站蓄水池分级优化模型,并对模型的求解方法进行论述。
(5)建立输水管道经济管径模型,用微分法对模型进行求解,得到经济管径的通用公式。
According to the phenomenon of severe waste of irrigation ,This paper research the four parts’investment and annual operating costs (including pumping station, Water pipe ,reservoir and distribution system of water supply) of the irrigation system. In order to achieve annual cost of minimum. The main content of this paper and research results are as follows :
(1)Various types of pumping stations are discussed in detail. And different water sources, water level, topographic and geological conditions such as the specific type can be used.
(2)Coordinated Regulation of the pump (pump frequency control and regulation of combination valve) and simple frequency control in improving pump efficiency, both from the theoretical analysis and examples demonstrate, demonstrate synergistic regulation is better than simple frequency control The adjustment method.
(3)Grade water pumping station on the single-and multi-grade water pumping station for energy analysis and comparison, are the same way as in the case of irrigation, the energy required for the same two ways better than the single-stage and carrying water. Classification methods for reservoir and single station classification discussed the water supply for water in the form discussed in detail to establish the form used in this paper
(4)Four major parts of the system of investment analysis, investment function to establish the system, while the system's power costs and other costs to establish the system in operation cost function. According to the two functions, combined with engineering economics in the establishment of minimum criteria for classification of single station reservoir optimization model, and discussed methods of solving the model.
(5)Diameter water pipelines established economic model, with the differential method to solve the model, by the general formula of economic diameter.
(1)对各种提水泵站的型式进行了详细论述,及不同水源、水位、地形地质等条件下可采用的具体型式。
(2)对水泵协同调节(水泵变频调速与阀门调节的有机结合)和单纯的变频调速在提高水泵效率方面,从理论和实例两方面进行分析论证,证明协同调节是比单纯变频调速更优的调节方式。
(3)对单站分级提水和多站分级提水进行能量分析与比较,得到在灌水方式相同的情况下,两种方式所需能量相同且优于单级提水。对蓄水池分级方法进行论述并对单站分级提水的供水形式进行详细论述,确立本论文所采用的形式。
(4)对系统四大部分各部分的投资进行分析研究,建立系统投资函数,同时根据系统的动力费和其它费用建立系统年运行费函数。根据两大函数,结合工程经济学中的最小化准则建立单站蓄水池分级优化模型,并对模型的求解方法进行论述。
(5)建立输水管道经济管径模型,用微分法对模型进行求解,得到经济管径的通用公式。
According to the phenomenon of severe waste of irrigation ,This paper research the four parts’investment and annual operating costs (including pumping station, Water pipe ,reservoir and distribution system of water supply) of the irrigation system. In order to achieve annual cost of minimum. The main content of this paper and research results are as follows :
(1)Various types of pumping stations are discussed in detail. And different water sources, water level, topographic and geological conditions such as the specific type can be used.
(2)Coordinated Regulation of the pump (pump frequency control and regulation of combination valve) and simple frequency control in improving pump efficiency, both from the theoretical analysis and examples demonstrate, demonstrate synergistic regulation is better than simple frequency control The adjustment method.
(3)Grade water pumping station on the single-and multi-grade water pumping station for energy analysis and comparison, are the same way as in the case of irrigation, the energy required for the same two ways better than the single-stage and carrying water. Classification methods for reservoir and single station classification discussed the water supply for water in the form discussed in detail to establish the form used in this paper
(4)Four major parts of the system of investment analysis, investment function to establish the system, while the system's power costs and other costs to establish the system in operation cost function. According to the two functions, combined with engineering economics in the establishment of minimum criteria for classification of single station reservoir optimization model, and discussed methods of solving the model.
(5)Diameter water pipelines established economic model, with the differential method to solve the model, by the general formula of economic diameter.
引文
白丹.灌溉管网优化设计[M].西安:陕西科学技术出版社,1998.2
曹明,姚青云.梯级泵站优化调度研究进展[J].宁夏农学院学报,2003(4):101-106
陈虹,史旺旺,贾建军.基于遗传算法的变频调速供水系统的优化决策[J].水泵技术,2001(06):24-26
陈坚.对新时期我国泵站工程某些问题的再认识[J].中国农村水利水电,2004(04):71-72
成兰,杨秋鸽.基于变频调速技术在水泵控制系统中的应用[J].应用技术,2010(09):181
程芳.泵站优化调度的分解协调模型[J].河海大学学报,2003(02):136-139
戴振伟,朱兆通,储训,刘正祥.多级泵站优化调度研究[J].排灌机械,1997(03):37-40
杜晓雷.基于遗传算法和神经网络的泵站经济运行研究[D].扬州大学,2005
杜晓云.浅谈节水灌溉[J].科技情报开发与经济,2005(02):150
方红远,邓玉梅.多目标水资源系统运行决策优化的遗传算法[J].水利学报,2001(09)22-24
冯卫民,李勇,袁永源.大变幅超吸程取水工程的优化[J].人民长江,1998(02):19-21
冯晓莉,仇宝云,黄海田.大型泵站经济运行研究进展[J].技术进展,2006(04):32-37
高传昌.提水灌区分级能量分析[J].中国农村水利水电,1998(07):22-25
高占义,谢崇宝,黄斌.高扬程多梯级泵站提水灌区用水管理调度技术[J].水利水电技术,2002(02):62-64
高中华.给水泵特性曲线在水泵运行管理中的应用[J].有色冶金节能,2010(03):24-26
郭元裕.农田水利学(第三版)[M].北京:中国水利水电出版社,1997.10
何权,吕纯波,周安增.黑龙江省浮船泵站的应用现状及发展前景[J].黑龙江水利科技.2008(06):11-14
何耘,张红亚.大中型泵站水泵吸水型式的选择[J].安徽建筑工业学院学报(自然科学版),1999(03):55-58
侯岱云,李思海,车强.供水泵站变压变流量运行优化调度[J].2003(01):72-76
侯岱云,孙韶光.基于遗传算法的供水泵站优化调度[J].山东大学学报:工学版,2003(01):25-28
胡海军,张俊芝,贾永国.河北省山地丘陵区雨水集蓄利用常用模式研究[J].南水北调与水利科技,2010(04):133-137
胡思科,苏雪刚,王丽萍.基于变频调速下水泵的更优运行方式——协同调节[J].中国给水排水,2010(05):77-80
胡思科,张炳文,杨中革.泵站水源水位变化的经济运行分析[J].中国农村水利水电,2004(09):103-105
贾仁甫,金明余,王红,陈守伦.国内泵站优化调度研究的发展现状[J].河南科技大学学报(自然科学版).2005(12):96-99
姜建俊,周明耀,肖波,朱春龙.丘陵地区梯级泵站提水灌溉系统分级优化研究[J].中国农村水利水电,2004(09):93-94
焦文斌.多级提水高扬程泵站高压变频节能的计算与分析[J].科技情报开发与经济,2009(03):224-225
靳慧征,李斌.对给水管道经济管径求法的思考[J].三门峡职业技术学院学报,2008(06):107-108
李春利.介绍几种实用的蓄水池[J].河南水利与南水北调,2009(02):36-37
李强.基于遗传算法的梯级泵站优化运行研究[D].2005
李世芳,马树元.梯级泵站扬程优化调度算法[J].水利水电工程设计,2002(02):45-46
李治勤,谢文艳,袁聆钊,李国元.两种变频方式在低压管道灌溉中节能效果分析[J].太原理工大学学报,2004(03):263-266
廖莉,林家恒,张承慧.用遗传算法求解供水泵站的效率优化问题[J].中国工程科学,2002(09):54-58
刘超.泵站经济运行[M].北京:水利电力出版社,1995
刘家春,吴鹰.能耗最小法确定泵站经济运行方案[J].2005(02):39-41
刘家春.泵站经济运行方案的确定[J].水泵技术,1998,(2):42-44
刘家春.取水泵站经济运行转速的确定[J].水泵技术,2003,(2):41-43
刘建军.泵站设计中的节能措施[J].兰州工业高等专科学校学报,2004(03):39-42
刘竹溪.水泵及水泵站[M].北京水利电力出版社,1986
卢伟,李良庚.基于BP神经网络的水泵全特性曲线拟合[J].工业控制计算机,2001(12):18-21
陆一忠.大型泵站优化调度及其经济问题探讨[D].河海大学,2003
路金喜,杜贵荣.泵站节能措施研究[J].排灌机械,2002(04):31-34
闵京声,于永海,杨天生.南水北调工程低扬程水泵选型关键技术及应用研究[J].水利水电工程设计,2009(02):26-28
莫岳平,黄海田,仇宝云,黄健,钱福军.大型泵站变频调速运行可行性分析[J].大电机技术,2001(02):16-18
彭伟光,武春燕,温革.分阶段多级水位变幅水源取水工程设计[J].人民长江,2001(10):55-56
仇宝云,冯晓莉,袁寿其.大型泵站变速——变角综合经济运行研究[J].农业机械学报,2005(10):58-61
邵东国,李苏杰.梯级泵站供水系统水资源优化调度模型研究[J].中国农村水利水电,2000(02):40-41
孙沉.移动泵站在机电排灌中的应用[J].广东水利水电,2005(05):22-23
汪亚超,周立霞.计算机技术与泵站运行优化调度[J].科技论坛,2008(12):17-18
王淑贤,党志良,贺晓明.动态规划法在二黄多级泵站优化调度中的应用[J].西北水力发电,2006(02):31-33
王文广.灌溉泵站经济运行探讨[J].山西水利科技,2005(02):69-71
王行范.变频调速技术在水泵上的应用[J].黑龙江石油化工,1997(03):45-47
王中.给水管道经济管径的计算[J].重庆科技学院学报(自然科学版),2007(12):139-141
魏琳,雷孝章,张广兴.川中丘陵区蓄水池设计研究[J].水电能源科学,2010(03):81-83
吴持恭.水力学(第三版)[M].北京:高等教育出版社,2003.11
吴仁荣.给水泵扬程特性曲线的近似换算法[J].机电设备,1999(04):39-41
吴兴运.变频调速恒压供水系统节能的研究[J].工程技术,2005
徐松.给水泵站的变频调速技术研究与经济运行[D].武汉大学,2004
鄢碧鹏,杜晓雷,刘超,成立.基于遗传算法和神经网络的泵站经济运行研究[J].农业机械学报,2007(01):80-82
杨飞,于永海,徐辉.国内梯级泵站调水工程运行调度综述[J].水利水电科技进展,2006(04).84-86
杨鹏,纪晓华,史旺旺.基于遗传算法的泵站优化调度[J].扬州大学学报,2001(3):72-74
杨永红.水泵恒压供水的变频调速[J].中国设备管理2000(02)
杨元月,赵梅.提高水泵效率的主要措施[J].南水北调与水利科技,2005(06):24-26
姚青云,冯淑萍,李佳奇.高扬程梯级泵站运行管理与节能措施[J].宁夏农学院学报,2004(04):43-45
尹士君,黄水华,王颖.水泵优化选型的建模方法[J].沈阳建筑大学学报(自然科学版),2006(03):462-465
余健.给水排水项目经济评价与概预算[M].北京:化学工业出版社,2002
张本秋,杨志,王力军.水泵选型应注意的几个问题[J].黑龙江水利科技,2007(02):69
张庆华,马庆斌,孙智敏.管道灌溉系统经济管径的计算[J],中国农村水利水电,2000(07):14-15
张仁田.南水北调工程中大型泵站泵型选择的若干问题[J].水力发电学报,2003(04):119-127
张涛.水泵调速供水机理与节能[J].建筑用电
张文渊.梯级泵站优化运行调度分析[J].节能技术,1999(04):7-9
张玉建,施建平.泵站与灌区综合技术改造经济效益浅析[J].排灌机械,1996(02):52-54
张周文,邱雄,韦志明.浅谈新型移动泵站的优点及效益[J].人民珠江,2006(02):24-25
赵丰明.浮箱式移动泵站在黄河浪店水源口二程中的应用[J].中国农村水利水电,2002(03):38-39
郑莉玲,刘建红,乔中军.高水位变幅泵站水泵选型研究[J].人民黄河,1999(10):27-28
周红霞,姜丽娜,尚志刚.变幅泵站水泵运行工况分析[J].黄河水利职业技术学院学报,2003(07):7-8
周龙才,丘传忻.梯级泵站变速节能的优化计算[J].节能,2001(07):3-5
朱满林,杨晓东,张言禾.梯级泵站优化调度研究[J].西安理工大学学报,1999,67-70
左椒兰.给水管道工程中PVC-U管的施工及维护[J].给水排水,2002(6)
Back T.The Interaction of Mutation Rate, Selection and Self-Adaptation within a Genetic Algorithm.In:Paraller Problem Solving from Nature 2.North Holland.1992:84-94
Bowswell M.J. Micro irrigation design manual.James hardre irrigation U.S.A,1984
Buras N. et al. Aqueduct route optimization by dynamic programming.ASCE,1982(02)
David Reynolds, Jagannathan Gomaatm. Stoehastic modeling of Genetic Algorithms. Artificial Intelligence.1996:303~330
Dragan A.Savic,Godfrey A.Walters,Mark Randall Smith,Roger M.Atkinson.Cost Savings on Large Water Distribution Systems:Design through Genetic Algorithm Optimization.Water Resources,2000:1-10
Dritan Nace,Sabrina Demotier,Jacques Carlier,etc.Using Linear Programming Methods for Optimizing the Real-time Pump Scheduling.World Water Congress,2001
Goldberg D E. Genetic Algorithms in Search. Optimization and Mzchine Learning.Addison-Wesley.1989
Hollnad J.H.AdaPattion in Nature and Artificial Sysetm,MIT Press,1992
Holland J.H.Adaptation in Nature and Artificial System[M].Ann Arbor:The Universisty of Michigan Press,1975
HowardW.Sams, Pumps.Indiana.1977
I.Pulido-Calvo,J.Rolda’n,R.Lo’pez-Luque,J.C.Gutie’rrez-Estrada.Demand Forecasting for Irrigation Water Distribution Systems.Journal of Irrigation and Drainage Engineering,2003, 129(6):422-432
Jances Hardie .Hand book,Polyplot.Published Irrigation Pty. Limited,U.S.A,1984 Jomilow C Z,Michalewicz Z.An Expresentations in Genetic Algorithm.In:Proc.of 4th Int.Conf.On Genetic Algorithms,morgan Kaufmann.1991:31-36
Kevin E. Lansey and Kofi Awtimah,Optimal Pump Operations Considering Pump Switches,Journal of Water Resourees Planning and Management.1994
Koza J R.Genetic Programming.On the Programming of Computers by Means of Natural Selection.MIT Press,1992
Koza J R.Genetic ProgrammingII.Automatic Discovery of Reusable Programs. MIT Press,1994
Leszek Szychta.System for Optimizing Pump Station Control――PartⅡ.World Pumps,July,2004:32-34
Lohtar M.Sehmitt Theory of Genetic Algorithms.Theoertical Computer Seience.2001:1~61 Mahdi Moradi-Jalal,Optimal Design and Operation of Irrigation Pumping Stations,Journal of Irrigation and Drainage Engineering,2003(5)
Michalewicz Z,et.Al..Genetic Algorithms and Optimal Control Problem.In:Proc.of 29th IEEE Conf.On Descision and Control,1990:1664~1666
Montana.Pumping Station Design for the Practicing Engineer:Conference Proceedinfs(1981) Renato S F,Fuzzy logic based automated irrigation control system optimized vianeural nerworks[D].Chattanooga:The University of Tennessee,1998
S.Pezeshk,O.J.Helweg.Adaptive Search Optimization in Reducing Pump Operating Costs.Journal of Water Resources Planning and Management,1996, 122(1):57-63
Shisanu Tongchim, Parbhas Chongstitvaatna. Parallel Genetic Algorithm withParameter Adaptation.Inofmration Processing Letters.2002:47~54
Srinivasa Lingireddy,Don J.Wood.Improved Operation of Water Distribution Systems using Variable-Speed Pumps[J].Journal of Energy Engineering,1998,24(3):90~103
Vilas Nitivattananon,Elaine C.Sadowski,Rafael G..Qunimpo.Optimization of Water Supply Operation.Water Resources Planning and Management,1996, 122(5):374~384
Zheng Wu,Paul Boulos,Werner de Schaetzen,etc.Using Genetic Algorithms for Water Distribution System Optimization.World Water Congress,2001
曹明,姚青云.梯级泵站优化调度研究进展[J].宁夏农学院学报,2003(4):101-106
陈虹,史旺旺,贾建军.基于遗传算法的变频调速供水系统的优化决策[J].水泵技术,2001(06):24-26
陈坚.对新时期我国泵站工程某些问题的再认识[J].中国农村水利水电,2004(04):71-72
成兰,杨秋鸽.基于变频调速技术在水泵控制系统中的应用[J].应用技术,2010(09):181
程芳.泵站优化调度的分解协调模型[J].河海大学学报,2003(02):136-139
戴振伟,朱兆通,储训,刘正祥.多级泵站优化调度研究[J].排灌机械,1997(03):37-40
杜晓雷.基于遗传算法和神经网络的泵站经济运行研究[D].扬州大学,2005
杜晓云.浅谈节水灌溉[J].科技情报开发与经济,2005(02):150
方红远,邓玉梅.多目标水资源系统运行决策优化的遗传算法[J].水利学报,2001(09)22-24
冯卫民,李勇,袁永源.大变幅超吸程取水工程的优化[J].人民长江,1998(02):19-21
冯晓莉,仇宝云,黄海田.大型泵站经济运行研究进展[J].技术进展,2006(04):32-37
高传昌.提水灌区分级能量分析[J].中国农村水利水电,1998(07):22-25
高占义,谢崇宝,黄斌.高扬程多梯级泵站提水灌区用水管理调度技术[J].水利水电技术,2002(02):62-64
高中华.给水泵特性曲线在水泵运行管理中的应用[J].有色冶金节能,2010(03):24-26
郭元裕.农田水利学(第三版)[M].北京:中国水利水电出版社,1997.10
何权,吕纯波,周安增.黑龙江省浮船泵站的应用现状及发展前景[J].黑龙江水利科技.2008(06):11-14
何耘,张红亚.大中型泵站水泵吸水型式的选择[J].安徽建筑工业学院学报(自然科学版),1999(03):55-58
侯岱云,李思海,车强.供水泵站变压变流量运行优化调度[J].2003(01):72-76
侯岱云,孙韶光.基于遗传算法的供水泵站优化调度[J].山东大学学报:工学版,2003(01):25-28
胡海军,张俊芝,贾永国.河北省山地丘陵区雨水集蓄利用常用模式研究[J].南水北调与水利科技,2010(04):133-137
胡思科,苏雪刚,王丽萍.基于变频调速下水泵的更优运行方式——协同调节[J].中国给水排水,2010(05):77-80
胡思科,张炳文,杨中革.泵站水源水位变化的经济运行分析[J].中国农村水利水电,2004(09):103-105
贾仁甫,金明余,王红,陈守伦.国内泵站优化调度研究的发展现状[J].河南科技大学学报(自然科学版).2005(12):96-99
姜建俊,周明耀,肖波,朱春龙.丘陵地区梯级泵站提水灌溉系统分级优化研究[J].中国农村水利水电,2004(09):93-94
焦文斌.多级提水高扬程泵站高压变频节能的计算与分析[J].科技情报开发与经济,2009(03):224-225
靳慧征,李斌.对给水管道经济管径求法的思考[J].三门峡职业技术学院学报,2008(06):107-108
李春利.介绍几种实用的蓄水池[J].河南水利与南水北调,2009(02):36-37
李强.基于遗传算法的梯级泵站优化运行研究[D].2005
李世芳,马树元.梯级泵站扬程优化调度算法[J].水利水电工程设计,2002(02):45-46
李治勤,谢文艳,袁聆钊,李国元.两种变频方式在低压管道灌溉中节能效果分析[J].太原理工大学学报,2004(03):263-266
廖莉,林家恒,张承慧.用遗传算法求解供水泵站的效率优化问题[J].中国工程科学,2002(09):54-58
刘超.泵站经济运行[M].北京:水利电力出版社,1995
刘家春,吴鹰.能耗最小法确定泵站经济运行方案[J].2005(02):39-41
刘家春.泵站经济运行方案的确定[J].水泵技术,1998,(2):42-44
刘家春.取水泵站经济运行转速的确定[J].水泵技术,2003,(2):41-43
刘建军.泵站设计中的节能措施[J].兰州工业高等专科学校学报,2004(03):39-42
刘竹溪.水泵及水泵站[M].北京水利电力出版社,1986
卢伟,李良庚.基于BP神经网络的水泵全特性曲线拟合[J].工业控制计算机,2001(12):18-21
陆一忠.大型泵站优化调度及其经济问题探讨[D].河海大学,2003
路金喜,杜贵荣.泵站节能措施研究[J].排灌机械,2002(04):31-34
闵京声,于永海,杨天生.南水北调工程低扬程水泵选型关键技术及应用研究[J].水利水电工程设计,2009(02):26-28
莫岳平,黄海田,仇宝云,黄健,钱福军.大型泵站变频调速运行可行性分析[J].大电机技术,2001(02):16-18
彭伟光,武春燕,温革.分阶段多级水位变幅水源取水工程设计[J].人民长江,2001(10):55-56
仇宝云,冯晓莉,袁寿其.大型泵站变速——变角综合经济运行研究[J].农业机械学报,2005(10):58-61
邵东国,李苏杰.梯级泵站供水系统水资源优化调度模型研究[J].中国农村水利水电,2000(02):40-41
孙沉.移动泵站在机电排灌中的应用[J].广东水利水电,2005(05):22-23
汪亚超,周立霞.计算机技术与泵站运行优化调度[J].科技论坛,2008(12):17-18
王淑贤,党志良,贺晓明.动态规划法在二黄多级泵站优化调度中的应用[J].西北水力发电,2006(02):31-33
王文广.灌溉泵站经济运行探讨[J].山西水利科技,2005(02):69-71
王行范.变频调速技术在水泵上的应用[J].黑龙江石油化工,1997(03):45-47
王中.给水管道经济管径的计算[J].重庆科技学院学报(自然科学版),2007(12):139-141
魏琳,雷孝章,张广兴.川中丘陵区蓄水池设计研究[J].水电能源科学,2010(03):81-83
吴持恭.水力学(第三版)[M].北京:高等教育出版社,2003.11
吴仁荣.给水泵扬程特性曲线的近似换算法[J].机电设备,1999(04):39-41
吴兴运.变频调速恒压供水系统节能的研究[J].工程技术,2005
徐松.给水泵站的变频调速技术研究与经济运行[D].武汉大学,2004
鄢碧鹏,杜晓雷,刘超,成立.基于遗传算法和神经网络的泵站经济运行研究[J].农业机械学报,2007(01):80-82
杨飞,于永海,徐辉.国内梯级泵站调水工程运行调度综述[J].水利水电科技进展,2006(04).84-86
杨鹏,纪晓华,史旺旺.基于遗传算法的泵站优化调度[J].扬州大学学报,2001(3):72-74
杨永红.水泵恒压供水的变频调速[J].中国设备管理2000(02)
杨元月,赵梅.提高水泵效率的主要措施[J].南水北调与水利科技,2005(06):24-26
姚青云,冯淑萍,李佳奇.高扬程梯级泵站运行管理与节能措施[J].宁夏农学院学报,2004(04):43-45
尹士君,黄水华,王颖.水泵优化选型的建模方法[J].沈阳建筑大学学报(自然科学版),2006(03):462-465
余健.给水排水项目经济评价与概预算[M].北京:化学工业出版社,2002
张本秋,杨志,王力军.水泵选型应注意的几个问题[J].黑龙江水利科技,2007(02):69
张庆华,马庆斌,孙智敏.管道灌溉系统经济管径的计算[J],中国农村水利水电,2000(07):14-15
张仁田.南水北调工程中大型泵站泵型选择的若干问题[J].水力发电学报,2003(04):119-127
张涛.水泵调速供水机理与节能[J].建筑用电
张文渊.梯级泵站优化运行调度分析[J].节能技术,1999(04):7-9
张玉建,施建平.泵站与灌区综合技术改造经济效益浅析[J].排灌机械,1996(02):52-54
张周文,邱雄,韦志明.浅谈新型移动泵站的优点及效益[J].人民珠江,2006(02):24-25
赵丰明.浮箱式移动泵站在黄河浪店水源口二程中的应用[J].中国农村水利水电,2002(03):38-39
郑莉玲,刘建红,乔中军.高水位变幅泵站水泵选型研究[J].人民黄河,1999(10):27-28
周红霞,姜丽娜,尚志刚.变幅泵站水泵运行工况分析[J].黄河水利职业技术学院学报,2003(07):7-8
周龙才,丘传忻.梯级泵站变速节能的优化计算[J].节能,2001(07):3-5
朱满林,杨晓东,张言禾.梯级泵站优化调度研究[J].西安理工大学学报,1999,67-70
左椒兰.给水管道工程中PVC-U管的施工及维护[J].给水排水,2002(6)
Back T.The Interaction of Mutation Rate, Selection and Self-Adaptation within a Genetic Algorithm.In:Paraller Problem Solving from Nature 2.North Holland.1992:84-94
Bowswell M.J. Micro irrigation design manual.James hardre irrigation U.S.A,1984
Buras N. et al. Aqueduct route optimization by dynamic programming.ASCE,1982(02)
David Reynolds, Jagannathan Gomaatm. Stoehastic modeling of Genetic Algorithms. Artificial Intelligence.1996:303~330
Dragan A.Savic,Godfrey A.Walters,Mark Randall Smith,Roger M.Atkinson.Cost Savings on Large Water Distribution Systems:Design through Genetic Algorithm Optimization.Water Resources,2000:1-10
Dritan Nace,Sabrina Demotier,Jacques Carlier,etc.Using Linear Programming Methods for Optimizing the Real-time Pump Scheduling.World Water Congress,2001
Goldberg D E. Genetic Algorithms in Search. Optimization and Mzchine Learning.Addison-Wesley.1989
Hollnad J.H.AdaPattion in Nature and Artificial Sysetm,MIT Press,1992
Holland J.H.Adaptation in Nature and Artificial System[M].Ann Arbor:The Universisty of Michigan Press,1975
HowardW.Sams, Pumps.Indiana.1977
I.Pulido-Calvo,J.Rolda’n,R.Lo’pez-Luque,J.C.Gutie’rrez-Estrada.Demand Forecasting for Irrigation Water Distribution Systems.Journal of Irrigation and Drainage Engineering,2003, 129(6):422-432
Jances Hardie .Hand book,Polyplot.Published Irrigation Pty. Limited,U.S.A,1984 Jomilow C Z,Michalewicz Z.An Expresentations in Genetic Algorithm.In:Proc.of 4th Int.Conf.On Genetic Algorithms,morgan Kaufmann.1991:31-36
Kevin E. Lansey and Kofi Awtimah,Optimal Pump Operations Considering Pump Switches,Journal of Water Resourees Planning and Management.1994
Koza J R.Genetic Programming.On the Programming of Computers by Means of Natural Selection.MIT Press,1992
Koza J R.Genetic ProgrammingII.Automatic Discovery of Reusable Programs. MIT Press,1994
Leszek Szychta.System for Optimizing Pump Station Control――PartⅡ.World Pumps,July,2004:32-34
Lohtar M.Sehmitt Theory of Genetic Algorithms.Theoertical Computer Seience.2001:1~61 Mahdi Moradi-Jalal,Optimal Design and Operation of Irrigation Pumping Stations,Journal of Irrigation and Drainage Engineering,2003(5)
Michalewicz Z,et.Al..Genetic Algorithms and Optimal Control Problem.In:Proc.of 29th IEEE Conf.On Descision and Control,1990:1664~1666
Montana.Pumping Station Design for the Practicing Engineer:Conference Proceedinfs(1981) Renato S F,Fuzzy logic based automated irrigation control system optimized vianeural nerworks[D].Chattanooga:The University of Tennessee,1998
S.Pezeshk,O.J.Helweg.Adaptive Search Optimization in Reducing Pump Operating Costs.Journal of Water Resources Planning and Management,1996, 122(1):57-63
Shisanu Tongchim, Parbhas Chongstitvaatna. Parallel Genetic Algorithm withParameter Adaptation.Inofmration Processing Letters.2002:47~54
Srinivasa Lingireddy,Don J.Wood.Improved Operation of Water Distribution Systems using Variable-Speed Pumps[J].Journal of Energy Engineering,1998,24(3):90~103
Vilas Nitivattananon,Elaine C.Sadowski,Rafael G..Qunimpo.Optimization of Water Supply Operation.Water Resources Planning and Management,1996, 122(5):374~384
Zheng Wu,Paul Boulos,Werner de Schaetzen,etc.Using Genetic Algorithms for Water Distribution System Optimization.World Water Congress,2001