Skip to main content
Log in

Effectiveness and Efficiency of Scheduling Regional Water Resources Projects

  • Published:
Water Resources Management Aims and scope Submit manuscript

Abstract

The regional water resources planning contains a variety of proposed projects. Precisely estimating the regional system yield could be difficult. Incorrectly computed system yield will cause the scheduling strategy to be not correctly screened. This research imbedded a combined regional simulation-optimization model, namely Generalized Water Allocation Simulation Model (GWASIM), for evaluating system yield in binary dynamic programming (DP) analysis as a scheduling model to determine the optimal development strategy of the master plan of a regional water supply system. To achieve a complete scheduling analysis, this paper investigated: (1) applying GWASIM to effectively and efficiently determine the precise system yields of many different combinations of proposed projects while meeting design criteria of acceptable shortage; (2) solving a non-pure sequencing problem with a DP based scheduling model since some projects may not be necessarily developed, or even no feasible combination of proposed projects can meet the demand; (3) clarifying the amortized construction cost to be accounted in economic analysis if the economic life of a project exceeds the scheduling horizon. In addition, the computation efficiencies of scheduling analysis and system yield analysis, which are significantly improved with DP and simulation-optimization model respectively, are discussed in the paper. This study devised the master plan of the Jilong river system in northern Taiwan as an example. The optimal scheduling strategy of minimum developing cost was precisely determined.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • Becker L, Yeh WWG (1974) Timing and sizing of complex water resource systems. J Hydraul Div 100(10):1457–1470

    Google Scholar 

  • Braga BPF, Conejo JGL, Becker L, Yeh WWG (1985) Capacity expansion of Sao Paulo water supply. J Water Resour Plan Manage 111(2):238–252

    Article  Google Scholar 

  • Butcher WS, Haimes YY, Hall WA (1969) Dynamic programming for the optimal sequencing of water supply projects. Water Resour Res 5(6):1196–1204

    Article  Google Scholar 

  • Central Region Water Resources Office (2000) Study for the best financial business models of the reservoirs of Central Region Water Resources Office. Water Resource Agency, Taichung, Taiwan (in Chinese)

    Google Scholar 

  • Chang LC, Chen YW, Yeh MS (2009) Optimizing system capacity expansion schedules for groundwater supply. Water Resour Res 45:W07407. doi:10.1029/2008WR006835

    Article  Google Scholar 

  • Chou FNF, Wu CW (2010) Reducing the impacts of flood-induced reservoir turbidity on a regional water supply system. Adv Water Resour 33:146–157

    Article  Google Scholar 

  • Chou FNF, Lee HC, Wu CW (2008) The impact of peak hydrogenation for reserving environmental flow in Dachia River, Taiwan. In: Proceedings of the Eighth International Conference on Hydro-Science and Engineering, Nagoya University, Nagoya, Japan

  • Dai T, Labadie JW (2001) River basin network model for integrated water quantity/quality management. J Water Resour Plan Manage 127(5):295–305

    Article  Google Scholar 

  • Eisel LM (1972) Chance constrained reservoir model. Water Resour Res 8(2):339–347

    Article  Google Scholar 

  • El Geriani AM, Essamin O, Gijsbers PJA, Loucks DP (1998) Cost-effectiveness analyses of Libya’s water supply system. J Water Resour Plan Manage 124(6):320–329

    Article  Google Scholar 

  • Erlenkotter D (1973) Sequencing expansion projects. Oper Res 21(2):542–553

    Article  Google Scholar 

  • Gablinger M, Loucks DP (1970) Markov models for flow regulation. J Hydraul Div 96(1):165–181

    Google Scholar 

  • Haro D, Paredes J, Solera A, Andreu J (2012) A model for solving the optimal water allocation problem in river basins with network flow programming when introducing non-linearities. Water Resour Manage 26:4059–4071

    Article  Google Scholar 

  • Hinomoto H (1972) Dynamic programming of capacity expansion of municipal water treatment system. Water Resour Res 8(5):1178–1187

    Article  Google Scholar 

  • Hsu S (1995) Shortage indices for water-resources planning in Taiwan. J Water Resour Plan Manage 121(2):119–131

    Article  Google Scholar 

  • Hsu NS, Cheng WC, Cheng WM, Wei CC, Yeh WG (2008) Optimization and capacity expansion of a water distribution system. Adv Water Resour 31(5):776–786

    Article  Google Scholar 

  • Jacoby HD, Loucks DP (1972) Combined use of optimization and simulation models in river basin planning. Water Resour Res 8(6):1401–1414

    Article  Google Scholar 

  • Kim SK, Yeh WG (1986) A heuristic solution procedure for expansion sequencing problems. Water Resour Res 22(8):1197–1206

    Article  Google Scholar 

  • Kuiper J, Ortolano L (1973) A dynamic programming-simulation strategy for the capacity expansion of hydroelectric power systems. Water Resour Res 9(6):1497–1510

    Article  Google Scholar 

  • Lany PHV, Choudhury F, Hepworth N, Akande K (2012) Applying optimisation and uncertainty analysis to help develop an integrated water resources plan for south east England. Water Resour Manage. doi:10.1007/s11269-012-0121-2

  • Luo B, Maqsood I, Huang GH (2007) Planning water resources systems with interval stochastic dynamic programming. Water Resour Manage 21:997–1014

    Article  Google Scholar 

  • Luss H (1982) Operations research and capacity expansion problems: a survey. Oper Res 30(5):907–947

    Article  Google Scholar 

  • Martin QW (1987) Hierarchical algorithm for water supply expansion. J Water Resour Plan Manage ASCE 113(5):677–695

    Article  Google Scholar 

  • Martin QW (1990) Linear water-supply pipeline capacity expansion model. J Hydraul Eng 116(5):675–690

    Article  Google Scholar 

  • Morin TL (1973) Optimal sequencing of capacity expansion projects. J Hydraul Div 99(9):1605–1622

    Google Scholar 

  • Morin TL, Esogbue AMO (1974) Some efficient dynamic programming algorithms for the optimal sequencing and scheduling problems occurring in capital expenditure planning. Water Resour Res 7(3):49–56

    Article  Google Scholar 

  • Piper BS, Sukhsra C, Thanopanuwat S, Knott DG (1989) A simulation model for planning water resource developments in the Chi River basin. Water Resour Manage 3:141–153

    Article  Google Scholar 

  • Quazi RM (2001) Strategic water resources planning: a case study of Bangladesh. Water Resour Manage 15:165–186

    Article  Google Scholar 

  • Rani D, Moreira MM (2010) Simulation–optimization modeling: a survey and potential application in reservoir systems operation. Water Resour Manage 24:1107–1138

    Article  Google Scholar 

  • ReVelle C, Joeres E, Kirby W (1969) The linear decision rule in reservoir management and design: 1, Development of the stochastic model. Water Resour Res 5(4):767–777

    Article  Google Scholar 

  • Shafer JM, Labadie JW, Jones EB (1981) Analysis of firm water supply under complex institutional constraints. J AM Water Resour AS 17(3):373–379

    Article  Google Scholar 

  • Smith RA, Villegas AM (1997) A comparative analysis of various optimization models for electricity capacity expansion. Int Trans Oper Res 4(1):35–44

    Article  Google Scholar 

  • Tsou CA, Mitten LG, Russel SO (1973) Search technique for project sequencing. J Hydraul Div 99(5):833–839

    Google Scholar 

  • Water Resources Planning Institute (2005) Analysis of the backup systems of water resources and pipelines of the northern Taiwan. Water Resource Agency, Taichung, Taiwan (in Chinese)

    Google Scholar 

  • Water Resources Planning Institute (2007) Integration of water resources allocation models for planning and management - a case study on Taoyuan district, Taiwan (1/2). Water Resource Agency, Taichung, Taiwan (in Chinese)

    Google Scholar 

  • Watkins DW Jr, McKinney DC (1999) Screening water supply options for the Edwards Aquifer region in central Texas. J Water Resour Plan Manage 125(1):14–24

    Article  Google Scholar 

  • Yeh WWG, Trott WJ (1972) Optimization of water resources development, UCLA Engineering Reports UCLA-ENG-7245. University of California, Los Angeles

    Google Scholar 

  • Young GK, Moseley JC, Evenson DE (1970) Time sequencing of element construction in a multi-reservoir system. J AM Water Resour AS 6(4):528–541

    Article  Google Scholar 

Download references

Acknowledgments

This study is funded by WRPI of the WRA, Taiwan, with the projects “Analysis of the backup systems of water resources and pipelines of the northern Taiwan” (2005) and “Integration of Water Resources Allocation Models for Planning and Management - A Case Study on Taoyuan District, Taiwan (1/2)” (2007). The authors appreciate the helpful recommendations and assistance of the research personnel in WRPI and WRA.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Frederick N.-F. Chou.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Chou, F.NF., Lee, HC. & Yeh, W.WG. Effectiveness and Efficiency of Scheduling Regional Water Resources Projects. Water Resour Manage 27, 665–693 (2013). https://doi.org/10.1007/s11269-012-0208-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11269-012-0208-9

Keywords

Navigation