Software Open Access

Software - Modelling and Simulation of Water Networks based on Loop Method

Arsene, Corneliu


MARC21 XML Export

<?xml version='1.0' encoding='UTF-8'?>
<record xmlns="http://www.loc.gov/MARC21/slim">
  <leader>00000nmm##2200000uu#4500</leader>
  <datafield tag="999" ind1="C" ind2="5">
    <subfield code="x">Corneliu T.C. Arsene, "Uncertainty Quantification of Water Distribution System Measurement Data based on a Least Squares Loop Flows State Estimator", arXiv:1701.03147, https://arxiv.org/abs/1701.03147, 2017.</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
    <subfield code="a">Software</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
    <subfield code="a">Water Distribution System</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
    <subfield code="a">Loop Method</subfield>
  </datafield>
  <datafield tag="653" ind1=" " ind2=" ">
    <subfield code="a">Simulator Algorithm</subfield>
  </datafield>
  <datafield tag="502" ind1=" " ind2=" ">
    <subfield code="c">Nottingham Trent University, United Kingdom</subfield>
  </datafield>
  <controlfield tag="005">20190929130041.0</controlfield>
  <controlfield tag="001">3357455</controlfield>
  <datafield tag="700" ind1=" " ind2=" ">
    <subfield code="u">Nottingham Trent University, United Kingdom</subfield>
    <subfield code="0">(orcid)0000-0001-5982-0503</subfield>
    <subfield code="4">prc</subfield>
    <subfield code="a">Arsene, Corneliu</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">5202</subfield>
    <subfield code="z">md5:42914340a2e2dcc4b69608a865877d1b</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/dat_dem_pb.m</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">13636</subfield>
    <subfield code="z">md5:12eab446d0481f16860870026ed9f656</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/determine_flowsi_pb.m</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">19044</subfield>
    <subfield code="z">md5:57b7fe510e4e2cc123939f291e54b4f7</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/License</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">447</subfield>
    <subfield code="z">md5:9f15b483bf7f2b738bc1fecb47666822</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/modified_pipeconns.m</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">2839</subfield>
    <subfield code="z">md5:d11537a9814df7ecb659c950c8bb9ea9</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/shortest_path.m</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">3718</subfield>
    <subfield code="z">md5:19dca6ff5bca3f60553146c9d6f1aa53</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/sim_demo_pb.m</subfield>
  </datafield>
  <datafield tag="856" ind1="4" ind2=" ">
    <subfield code="s">597</subfield>
    <subfield code="z">md5:44e4ce85432bc5f96b360de0a10d9c94</subfield>
    <subfield code="u">https://zenodo.org/record/3357455/files/wat_dem_pb.m</subfield>
  </datafield>
  <datafield tag="542" ind1=" " ind2=" ">
    <subfield code="l">open</subfield>
  </datafield>
  <datafield tag="260" ind1=" " ind2=" ">
    <subfield code="c">2017-01-17</subfield>
  </datafield>
  <datafield tag="909" ind1="C" ind2="O">
    <subfield code="p">software</subfield>
    <subfield code="p">user-zenodo</subfield>
    <subfield code="o">oai:zenodo.org:3357455</subfield>
  </datafield>
  <datafield tag="100" ind1=" " ind2=" ">
    <subfield code="u">Nottingham Trent University, United Kingdom</subfield>
    <subfield code="a">Arsene, Corneliu</subfield>
  </datafield>
  <datafield tag="245" ind1=" " ind2=" ">
    <subfield code="a">Software - Modelling and Simulation of Water Networks based on Loop Method</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">user-zenodo</subfield>
  </datafield>
  <datafield tag="540" ind1=" " ind2=" ">
    <subfield code="u">http://creativecommons.org/licenses/by/4.0/legalcode</subfield>
    <subfield code="a">Creative Commons Attribution 4.0 International</subfield>
  </datafield>
  <datafield tag="650" ind1="1" ind2="7">
    <subfield code="a">cc-by</subfield>
    <subfield code="2">opendefinition.org</subfield>
  </datafield>
  <datafield tag="520" ind1=" " ind2=" ">
    <subfield code="a">&lt;p&gt;Simulator algorithm for water networks based on loop method.&lt;/p&gt;

&lt;p&gt;Simulation of water networks by using the loop method and Newton-Raphson numerical method (wat_dem1.m) : the simulation starts with running the Matlab function wat_dem1.m&lt;/p&gt;

&lt;p&gt;There are given the nodal consumptions, the characteristics of the pipes, head value of reference main head node, inflows/outflows.&lt;/p&gt;

&lt;p&gt;sim_demo_pb.m - simulation of water networks by using the loop method and Newton-Raphson numerical method.&lt;/p&gt;

&lt;p&gt;determine_flowsi_pb.m - this function uses Depth First search to calculate the following variables: the loop incidence matrix Mlp, the topological incidence matrix Anp, initial pipe flows flows_i, chord/co-tree pipes.&lt;/p&gt;

&lt;p&gt;shortest_path.m - This function calculated shortest path between two nodes in the spanning tree.&lt;/p&gt;

&lt;p&gt;This simulator can be applied to any water network not containing non-linear controlling hydraulic elements although some &amp;ldquo;minor modifications&amp;rdquo; would be necessary in the various Matlab files such as :&lt;/p&gt;

&lt;p&gt;in sim_demo_pb.m at line 98 the number of loops l is 28, so for a different water network the number of loops would be different so it is better to change the number 28 with the letter l which stands for the number of loops. other &amp;ldquo;minor modifications&amp;rdquo; would be for example in the file determine_flowsi_pb.m at line 408, to remove nodes 65, 61, 62, 35, 34 and node 33 which are fixed head nodes but in a different water network these numbers may not mean anything. other similar &amp;ldquo;minor modifications&amp;rdquo;. This algorithm would benefit also from the addition of non-linear controlling elements based for example on the paper Alvarruiz et al. (2018) &amp;ldquo;Efficient modeling of active control valves in water distribution systems using the loop method&amp;rdquo;, J. Water Resour. Plann. Manage.&lt;/p&gt;

&lt;p&gt;The project has also a DoI: 10.5281/zenodo.3357138 (&lt;a href="https://doi.org/10.5281/zenodo.3357138"&gt;https://doi.org/10.5281/zenodo.3357138&lt;/a&gt;)&lt;/p&gt;

&lt;p&gt;The license for this software is a Creative Commons Attribution 4.0 International License (CCL).&lt;/p&gt;

&lt;p&gt;The simulator algorithm based on the loop method is also described in the publications from below :&lt;/p&gt;

&lt;p&gt;Corneliu T.C. Arsene, &amp;quot;Uncertainty Quantification of Water Distribution System Measurement Data based on a Least Squares Loop Flows State Estimator&amp;quot;, arXiv:1701.03147,&amp;nbsp;&lt;a href="https://arxiv.org/abs/1701.03147"&gt;https://arxiv.org/abs/1701.03147&lt;/a&gt;, 2017.&lt;/p&gt;

&lt;p&gt;Corneliu T.C. Arsene, Bogdan Gabrys, &amp;ldquo;Mixed simulation-state estimation in water distribution systems based on a least squares loop flows state estimator&amp;rdquo;, Applied Mathematical Modelling, DOI 10.1016/ j.apm.2013.06.012 , 2014.&lt;/p&gt;

&lt;p&gt;Corneliu T. C. Arsene, Bogdan Gabrys, David Al-Dabass: Decision support system for water distribution systems based on neural networks and graphs theory for leakage detection. Expert Syst. Appl. 39(18): 13214-13224, 2012.&lt;/p&gt;

&lt;p&gt;Arsene, C.T.C., Bargiela, A., and Al-Dabass, D. &amp;ldquo;Modelling and Simulation of Network Systems based on Loop Flows Algorithms&amp;rdquo;, Int. J. of Simulation: Systems,Science &amp;amp; Technology Vol.5, No. 1 &amp;amp; 2, pp61-72, June 2004.&lt;/p&gt;

&lt;p&gt;Arsene, C.T.C., &amp;amp; Bargiela, A., &amp;ldquo;Decision support for forecasting and fault diagnosis in water distribution systems &amp;ndash; robust loop flows state estimation technique&amp;rdquo;, In Water Software Systems: theory and applications, Research Studies Press Ltd., UK, Vol. 1, pp. 133-145, 2001.&lt;/p&gt;

&lt;p&gt;Arsene, C.T.C., Bargiela, A., Al-Dabass, D., &amp;ldquo;Simulation of Network Systems based on Loop Flows Algorithms&amp;rdquo;, In the proceedings of the 7th Simulation Society Conference - UKSim 2004, Oxford, U.K., 2004, ISBN 1-84233-099-3, UKSIM-2004.&lt;/p&gt;</subfield>
  </datafield>
  <datafield tag="773" ind1=" " ind2=" ">
    <subfield code="n">url</subfield>
    <subfield code="i">isSupplementTo</subfield>
    <subfield code="a">https://github.com/corneliu25/WaterDistributionSystemLoopMethod</subfield>
  </datafield>
  <datafield tag="773" ind1=" " ind2=" ">
    <subfield code="n">doi</subfield>
    <subfield code="i">isVersionOf</subfield>
    <subfield code="a">10.5281/zenodo.736935</subfield>
  </datafield>
  <datafield tag="024" ind1=" " ind2=" ">
    <subfield code="a">10.5281/zenodo.3357455</subfield>
    <subfield code="2">doi</subfield>
  </datafield>
  <datafield tag="980" ind1=" " ind2=" ">
    <subfield code="a">software</subfield>
  </datafield>
</record>
2,317
1,060
views
downloads
All versions This version
Views 2,3172,137
Downloads 1,060702
Data volume 37.9 MB4.5 MB
Unique views 1,7241,675
Unique downloads 286220

Share

Cite as