Research of the Influence of the Variable Tidal of the Yangtze River on Optimal Operation of Adjustable-Blade in the Large Pumping Station

Article Preview

Abstract:

In this paper, a model that optimal daily operation(without considering peak and valley price) of single adjustable-blade pump unit in the large pumping station along the Yangtze River is established. Where the minimum cost of energy consumption of single pump unit is set as the objective function, the periods are defined as stage variables, the blade angle is expressed as a decision variable and the daily quantity of delivery water is considered as constraint. The No. 4 Jiangdu Pump Station is taken as a study case. Dynamic programming is adopted to carry out the tidal large pumping station along the Yangtze River. Through this method, under the condition of different water quantity constraint, different average pumping head and different average tidal range amplitude,the influence of the tidal variation on optimal operation of single pump unit in the pumping station is determined. The application results shows that: With the decreased of average pumping head and the increased of average tidal range, the effect of optimal operation of adjustable-blade pump unit in the pumping station along the Yangtze River is getting more and more obvious.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1249-1254

Citation:

Online since:

October 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yan Dengfeng. Pump station project[M]. China Water Power Press. 2005.

Google Scholar

[2] Jiangdu water conservancy project of Jiangsu Province. The irrigation and drainage pumping stations of Jiangdu[M]. China Water Power Press. 1979.

Google Scholar

[3] Wei Xinhua, Guo Jiahong. Optimization of Pumping Station with Simulated Annealing and Genetic Algorithm[J]. Journal of Shanghai University(Natural Science Edition), 2009, 15(1): 32-36.

Google Scholar

[4] Wang Jianhua, Wang Bende. Optimal Operation of Intake Pumping Station Based on Genetic Algorithm[J]. Journal of Jianghan Petroleum Institute(Social Science Edition), 2002, 2(10): 326-328.

Google Scholar

[5] 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.

DOI: 10.1061/(asce)0733-9402(1998)124:3(90)

Google Scholar

[6] Mahdi Moradi-Jalal. Optimal Design and Operation of Irrigation Pumping Stations[J]. Journal of Irrigation and Drainage Engineering, 2003, 129(3): 149-154.

DOI: 10.1061/(asce)0733-9437(2003)129:3(149)

Google Scholar

[7] Chen Shoulun. Daily Optimal Operation for Pumping Stations[J]. Water Resources and Power, 2003. 21(3): 82-83.

Google Scholar

[8] Vilas Nitivattanan, Elaine C.Sadowski, Rafael G. Qunimpo. Optimization of Water Supply Operation.[J]. Water Resources Planning and Management, 1996, 122(5): 374-384.

DOI: 10.1061/(asce)0733-9496(1996)122:5(374)

Google Scholar

[9] Cheng Jilin, Jin Zhaosen, Shen Jie, et al. The Optimal Method of Experiment for Multidimensional Dynamic Progamming[M]. Systems Engineering-Theory & Practice, 1996, (2), 31-35.

Google Scholar

[10] Cheng Fang, Chen Shoulun. Decomposition-coordination model for optimal operation of pumping stations[J]. Journal of Hohai University (Natural Sciences ), 2003, 31(2): 136-139.

Google Scholar

[11] Zhang Lihua. Study on optimal operation of pumping stations affected by the tide[D]. Yangzhou University, 2011.6.

Google Scholar

[12] Cheng Jilin, Zhang Lihua, Zhang Rentian, et al. Study on optimal daily operation of single adjustable-blade pump unit in pumping station[J]. Journal of Hydraulic Engineering, 2010, 41(4): 499-503.

Google Scholar

[13] George W, Barnes J. Operational planning for California water system[J]. J. of Water Resources Planning and Management, 1986, 112(1): 71-86.

DOI: 10.1061/(asce)0733-9496(1986)112:1(71)

Google Scholar