Water hammer analysis using an implicit finite-difference method
ABSTRACT The Implicit Finite-Difference Method (IFDM) for the solution of water hammer in pipe networks is presented. All the equations necessary to calculate the flow and pressure in each node of the network are shown in detail. Section-by-section coupling through the Karney equation allows obtain...
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| Lenguaje: | English |
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Universidad de Tarapacá.
2018
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| Acceso en línea: | http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-33052018000200307 |
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