TY - GEN
T1 - A graphical flow distribution model for small utilities
AU - Goodin, Joseph
AU - Wood, Doug
AU - Albritton, Ben
AU - Ormsbee, Lindell
PY - 2012
Y1 - 2012
N2 - A water distribution model is needed to help utilities understand basic system hydraulics during normal operational flow conditions and also during abnormal flow patterns resulting from unanticipated events. A hydraulic model can help with operational decision, accessing damages/leaks to a system and help with overall design decisions. Despite significant advances in the development of computer models for use in analyzing water distribution systems, many smaller or even medium sized water utilities still do not have a working model of their system. Stated reasons include the following: 1) lack of adequate data, 2) lack of the finances to develop and maintain such a model, 3) lack of trained personal to use the model. This paper will discuss the development of a very simple model for use in analyzing water distributions that is particularly aimed at small utilities. The model is based on a scaled down version of KYPIPE with functionality that allows for the development of a graphical map of the water distribution system along with ability to display basic network data (e.g. pipe diameters) as well as the flow distribution across the system under steady state conditions for a specified set of boundary conditions. The model has a built in algorithm that is used to distribute a specified total system demand across the network. The algorithm also employs a state-wide database all of the water systems in the state of Kentucky that allows for the rapid construction of a network model within a few hours. Additional algorithms allow for the use of online databases for the assignment of elevation data to the different system components and junctions. The potential use of the model for small utilities is discussed along with some example applications to existing systems.
AB - A water distribution model is needed to help utilities understand basic system hydraulics during normal operational flow conditions and also during abnormal flow patterns resulting from unanticipated events. A hydraulic model can help with operational decision, accessing damages/leaks to a system and help with overall design decisions. Despite significant advances in the development of computer models for use in analyzing water distribution systems, many smaller or even medium sized water utilities still do not have a working model of their system. Stated reasons include the following: 1) lack of adequate data, 2) lack of the finances to develop and maintain such a model, 3) lack of trained personal to use the model. This paper will discuss the development of a very simple model for use in analyzing water distributions that is particularly aimed at small utilities. The model is based on a scaled down version of KYPIPE with functionality that allows for the development of a graphical map of the water distribution system along with ability to display basic network data (e.g. pipe diameters) as well as the flow distribution across the system under steady state conditions for a specified set of boundary conditions. The model has a built in algorithm that is used to distribute a specified total system demand across the network. The algorithm also employs a state-wide database all of the water systems in the state of Kentucky that allows for the rapid construction of a network model within a few hours. Additional algorithms allow for the use of online databases for the assignment of elevation data to the different system components and junctions. The potential use of the model for small utilities is discussed along with some example applications to existing systems.
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U2 - 10.1061/9780784412312.292
DO - 10.1061/9780784412312.292
M3 - Conference contribution
AN - SCOPUS:84866107283
SN - 9780784412312
T3 - World Environmental and Water Resources Congress 2012: Crossing Boundaries, Proceedings of the 2012 Congress
SP - 2913
EP - 2920
BT - World Environmental and Water Resources Congress 2012
T2 - World Environmental and Water Resources Congress 2012: Crossing Boundaries
Y2 - 20 May 2012 through 24 May 2012
ER -