<?xml version="1.0" encoding="UTF-8"?>
<!DOCTYPE article PUBLIC "-//NLM//DTD Journal Publishing DTD v3.0 20080202//EN" "https://jats.nlm.nih.gov/nlm-dtd/publishing/3.0/journalpublishing3.dtd">
<article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" article-type="research-article" dtd-version="3.0" xml:lang="en">
<front>
<journal-meta>
<journal-id journal-id-type="publisher">HESS</journal-id>
<journal-title-group>
<journal-title>Hydrology and Earth System Sciences</journal-title>
<abbrev-journal-title abbrev-type="publisher">HESS</abbrev-journal-title>
<abbrev-journal-title abbrev-type="nlm-ta">Hydrol. Earth Syst. Sci.</abbrev-journal-title>
</journal-title-group>
<issn pub-type="epub">1607-7938</issn>
<publisher><publisher-name>Copernicus Publications</publisher-name>
<publisher-loc>Göttingen, Germany</publisher-loc>
</publisher>
</journal-meta>
<article-meta>
<article-id pub-id-type="doi">10.5194/hess-18-1857-2014</article-id>
<title-group>
<article-title>Determination of cost coefficients of a priority-based water allocation linear programming model &amp;ndash; a network flow approach</article-title>
</title-group>
<contrib-group><contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Chou</surname>
<given-names>F. N.-F.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
<contrib contrib-type="author" xlink:type="simple"><name name-style="western"><surname>Wu</surname>
<given-names>C.-W.</given-names>
</name>
<xref ref-type="aff" rid="aff1">
<sup>1</sup>
</xref>
</contrib>
</contrib-group><aff id="aff1">
<label>1</label>
<addr-line>Department of Hydraulic and Ocean Engineering, National Cheng Kung University, 1 University Rd., Tainan, Taiwan</addr-line>
</aff>
<pub-date pub-type="epub">
<day>21</day>
<month>05</month>
<year>2014</year>
</pub-date>
<volume>18</volume>
<issue>5</issue>
<fpage>1857</fpage>
<lpage>1872</lpage>
<permissions>
<copyright-statement>Copyright: &#x000a9; 2014 F. N.-F. Chou</copyright-statement>
<copyright-year>2014</copyright-year>
<license license-type="open-access">
<license-p>This work is licensed under the Creative Commons Attribution 3.0 Unported License. To view a copy of this licence, visit <ext-link ext-link-type="uri"  xlink:href="https://creativecommons.org/licenses/by/3.0/">https://creativecommons.org/licenses/by/3.0/</ext-link></license-p>
</license>
</permissions>
<self-uri xlink:href="https://hess.copernicus.org/articles/18/1857/2014/hess-18-1857-2014.html">This article is available from https://hess.copernicus.org/articles/18/1857/2014/hess-18-1857-2014.html</self-uri>
<self-uri xlink:href="https://hess.copernicus.org/articles/18/1857/2014/hess-18-1857-2014.pdf">The full text article is available as a PDF file from https://hess.copernicus.org/articles/18/1857/2014/hess-18-1857-2014.pdf</self-uri>
<abstract>
<p>This paper presents a method to establish the objective function of a
network flow programming model for simulating river–reservoir system
operations and associated water allocation, with an emphasis on situations
when the links other than demand or storage have to be assigned with nonzero
cost coefficients. The method preserves the priorities defined by rule
curves of reservoir, operational preferences for conveying water, allocation
of storage among multiple reservoirs, and transbasin water diversions. Path
enumeration analysis transforms these water allocation rules into linear
constraints that can be solved to determine link cost coefficients. An
approach to prune the original system into a reduced network is proposed to
establish the precise constraints of nonzero cost coefficients, which can
then be efficiently solved. The cost coefficients for the water allocation
in the Feitsui and Shihmen reservoirs&apos; joint operating system of northern
Taiwan was adequately assigned by the proposed method. This case study
demonstrates how practitioners can correctly utilize network-flow-based
models to allocate water supply throughout complex systems that are subject
to strict operating rules.</p>
</abstract>
<counts><page-count count="16"/></counts>
</article-meta>
</front>
<body/>
<back>
<ref-list>
<title>References</title>
<ref id="ref1">
<label>1</label><mixed-citation publication-type="other" xlink:type="simple">Ahuja, R. K., Magnanti, T. L., and Orlin, J. B.: Network Flows: Theory, Algorithms, and Applications, Prentice-Hall, Upper Saddle River, New Jersey, 1993.</mixed-citation>
</ref>
<ref id="ref2">
<label>2</label><mixed-citation publication-type="other" xlink:type="simple">Andreu, J., Capilla, J., and Sanchís, E.: AQUATOOL, a generalized decision support system for water-resources planning and operational management, J. Hydrol., 177, 269–291, 1996.</mixed-citation>
</ref>
<ref id="ref3">
<label>3</label><mixed-citation publication-type="other" xlink:type="simple">Andrews, E., Chung, F., and Lund, J.: Multilayer Priority-based simulation of conjunctive facilities, J. Water Res. Pl.-ASCE, 118, 32–53, 1992.</mixed-citation>
</ref>
<ref id="ref4">
<label>4</label><mixed-citation publication-type="other" xlink:type="simple">Bessler, F. T., Savic, D. A., and Walters, G. A.: Water reservoir control with data mining, J. Water Res. Pl.-ASCE, 129, 26–34, 2003.</mixed-citation>
</ref>
<ref id="ref5">
<label>5</label><mixed-citation publication-type="other" xlink:type="simple">Braga, B. and Barbosa, P. F. S.: Multiobjective real-time reservoir operation with network flow algorithm, J. Am. Water Resour. As., 37, 837–852, 2001.</mixed-citation>
</ref>
<ref id="ref6">
<label>6</label><mixed-citation publication-type="other" xlink:type="simple">Brendecke, C. M.: Network models of water rights and system operations, J. Water Res. Pl.-ASCE, 115, 684–696, 1989.</mixed-citation>
</ref>
<ref id="ref7">
<label>7</label><mixed-citation publication-type="other" xlink:type="simple">Cheng, W. C., Hsu, N. S., Cheng, W. M., and Yeh, W. W. G.: A flow path model for regional water distribution optimization, Water Resour. Res., 45, W09411, &lt;a href=&quot;http://dx.doi.org/10.1029/2009WR007826&quot;&gt;https://doi.org/10.1029/2009WR007826&lt;/a&gt;, 2009.</mixed-citation>
</ref>
<ref id="ref8">
<label>8</label><mixed-citation publication-type="other" xlink:type="simple">Chou, F. N. F. and Wu, C. W.: Reducing the impacts of flood-induced reservoir turbidity on a regional water supply system, Adv. Water Resour., 33, 146–157, 2010.</mixed-citation>
</ref>
<ref id="ref9">
<label>9</label><mixed-citation publication-type="other" xlink:type="simple">Chou, F. N. F., and Wu, C. W.: Assignment of water allocation costs of network flow model, 2011 World Environmental &amp; Water Resources Congress, Palm Springs, CA, USA, 22–26 May, 2011.</mixed-citation>
</ref>
<ref id="ref10">
<label>10</label><mixed-citation publication-type="other" xlink:type="simple">Chung, F. I., Archer, M. C., and DeVries, J. J.: Network flow algorithm applied to California aqueduct simulation, J. Water Resour. Pl.-ASCE, 115, 131–147, 1989.</mixed-citation>
</ref>
<ref id="ref11">
<label>11</label><mixed-citation publication-type="other" xlink:type="simple">Dai, T. and Labadie, J. W.: River basin network model for integrated water quantity/quality management, J. Water Res. Pl.-ASCE, 127, 295–305, 2001.</mixed-citation>
</ref>
<ref id="ref12">
<label>12</label><mixed-citation publication-type="other" xlink:type="simple">Draper, A. J., Munevar, A., Arora, S. K., Reyes, E., Parker, N. L., Chung, F. I., and Peterson, L. E.: CalSim: Generalized model for reservoir system analysis, J. Water Res. Pl.-ASCE, 130, 480–489, 2004.</mixed-citation>
</ref>
<ref id="ref13">
<label>13</label><mixed-citation publication-type="other" xlink:type="simple">Evenson, D. E. and Moseley, J. C.: Simulation/optimization techniques for multi-basin water resource planning, Water Resour. Bull., 6 ,725–736, 1970.</mixed-citation>
</ref>
<ref id="ref14">
<label>14</label><mixed-citation publication-type="other" xlink:type="simple">Ferreira, I. C. L.: Deriving unit cost coefficients for linear programming-driven priority-based simulations, Ph.D. dissertation, University of California Davis, USA., 133 pp., 2007.</mixed-citation>
</ref>
<ref id="ref15">
<label>15</label><mixed-citation publication-type="other" xlink:type="simple">Fredericks, J. W., Labadie, J. W., and Altenhofen, J. M.: Decision support system for conjunctive stream-aquifer management, J. Water Resour. Pl.-ASCE, 124, 69–78, 1998.</mixed-citation>
</ref>
<ref id="ref16">
<label>16</label><mixed-citation publication-type="other" xlink:type="simple">Gandolfi, C., Guariso, G., and Togni, D.: Optimal flow allocation in the Zambezi River system, Water Resour. Manage., 11, 377–393, 1997.</mixed-citation>
</ref>
<ref id="ref17">
<label>17</label><mixed-citation publication-type="other" xlink:type="simple">Hydrologics, Inc.: User manual for OASIS with OCLTM, Columbia, Maryland, USA, 2009.</mixed-citation>
</ref>
<ref id="ref18">
<label>18</label><mixed-citation publication-type="other" xlink:type="simple">Ilich, N.: Shortcomings of linear programming in optimizing river basin allocation, Water Resour. Res., 44, W02426, &lt;a href=&quot;http://dx.doi.org/10.1029/2007WR006192&quot;&gt;https://doi.org/10.1029/2007WR006192&lt;/a&gt;, 2008.</mixed-citation>
</ref>
<ref id="ref19">
<label>19</label><mixed-citation publication-type="other" xlink:type="simple">Ilich, N.: Limitations of network flow algorithms in river basin modeling, J. Water Resour. Pl.-ASCE, 135, 48–55, 2009.</mixed-citation>
</ref>
<ref id="ref20">
<label>20</label><mixed-citation publication-type="other" xlink:type="simple">Ilich, N., Simonovic, S. P., and Amron, M.: The benefits of computerized real-time river basin management in the Malahayu Reservoir System, Can. J. Civil Eng., 27, 55–64, 2000.</mixed-citation>
</ref>
<ref id="ref21">
<label>21</label><mixed-citation publication-type="other" xlink:type="simple">Israel, M. and Lund, J.: Priority preserving unit penalties in network flow modeling, J. Water Res. Pl.-ASCE, 125, 205–214, 1999.</mixed-citation>
</ref>
<ref id="ref22">
<label>22</label><mixed-citation publication-type="other" xlink:type="simple">Juízo, D. and Lidén, R.: Modeling for transboundary water resources planning and allocation: the case of Southern Africa, Hydrol. Earth Syst. Sci., 14, 2343–2354, &lt;a href=&quot;http://dx.doi.org/10.5194/hess-14-2343-2010&quot;&gt;https://doi.org/10.5194/hess-14-2343-2010&lt;/a&gt;, 2010.</mixed-citation>
</ref>
<ref id="ref23">
<label>23</label><mixed-citation publication-type="other" xlink:type="simple">Khaliquzzaman and Chander, S.: Network flow programming model for multireservoir sizing, J. Water Res. Pl.-ASCE, 123, 15–22, 1997.</mixed-citation>
</ref>
<ref id="ref24">
<label>24</label><mixed-citation publication-type="other" xlink:type="simple">Kroft, D.: All paths through a maze, P. IEEE, 55, 88–90, 1967.</mixed-citation>
</ref>
<ref id="ref25">
<label>25</label><mixed-citation publication-type="other" xlink:type="simple">Kuczera, G.: Fast multireservoir multiperiod linear programming models, Water Resour. Res., 25, 169–176, 1989.</mixed-citation>
</ref>
<ref id="ref26">
<label>26</label><mixed-citation publication-type="other" xlink:type="simple">Kuczera, G. and Diment, G.: General water supply system simulation model: WASP, J. Water Res. Pl.-ASCE, 114, 365–382, 1988.</mixed-citation>
</ref>
<ref id="ref27">
<label>27</label><mixed-citation publication-type="other" xlink:type="simple">Labadie, J. W.: Optimal operation of multireservoir systems: A state-of-the-art review, J. Water Res. Pl.-ASCE, 130, 93–111, 2004.</mixed-citation>
</ref>
<ref id="ref28">
<label>28</label><mixed-citation publication-type="other" xlink:type="simple">Labadie, J. W. and Baldo, M.: Discussion of: &quot;Priority preserving unit penalties in network flow modeling&quot;, by Israel, M. and Lund, J., J. Water Res. Pl.-ASCE, 125, 67–68, 2001.</mixed-citation>
</ref>
<ref id="ref29">
<label>29</label><mixed-citation publication-type="other" xlink:type="simple">Labadie, J. W., Bode, D. A., and Pineda, A. M.: Network model for decision-support in municipal raw water supply, Water Resour. Bull., 22, 927–940, 1986.</mixed-citation>
</ref>
<ref id="ref30">
<label>30</label><mixed-citation publication-type="other" xlink:type="simple">Lund, J. R. and Ferreira, I.: Operating Rule Optimization for Missouri River reservoir system, J. Water Res. Pl.-ASCE, 122, 287–295, 1996.</mixed-citation>
</ref>
<ref id="ref31">
<label>31</label><mixed-citation publication-type="other" xlink:type="simple">Martin, Q. W.: Hierarchical algorithm for water supply expansion, J. Water Res. Pl.-ASCE, 113, 677–695, 1987.</mixed-citation>
</ref>
<ref id="ref32">
<label>32</label><mixed-citation publication-type="other" xlink:type="simple">Rani, D. and Moreira, M. M.: Simulation–optimization modeling: a survey and potential application in reservoir systems operation, Water Resour. Manage., 24, 1107–1138, 2010.</mixed-citation>
</ref>
<ref id="ref33">
<label>33</label><mixed-citation publication-type="other" xlink:type="simple">Sigvaldason, O. T.: A simulation model for operating a multipurpose multireservoir system, Water Resour. Res., 12, 263–278, 1976.</mixed-citation>
</ref>
<ref id="ref34">
<label>34</label><mixed-citation publication-type="other" xlink:type="simple">Stockholm Environment Institute: WEAP: Water evaluation and planning system-user guide, Boston, USA, 2011.</mixed-citation>
</ref>
<ref id="ref35">
<label>35</label><mixed-citation publication-type="other" xlink:type="simple">Wurbs, R.: Reservoir system simulation and optimization models, J. Water Res. Pl.-ASCE, 119, 455–471, 1993.</mixed-citation>
</ref>
<ref id="ref36">
<label>36</label><mixed-citation publication-type="other" xlink:type="simple">Yeh, W. W. G.: Reservoir management and operations models: A state-of-the art review, Water Resour. Res., 21, 1797–1818, 1985.</mixed-citation>
</ref>
<ref id="ref37">
<label>37</label><mixed-citation publication-type="other" xlink:type="simple">Yerrameddy, A. and Wurbs, R.: Water resources allocation based on network flow programming, Civil Eng. Syst., 13, 75–87, 1996.</mixed-citation>
</ref>
</ref-list>
</back>
</article>