Conventional hydraulic models can be used to analyze operational scenarios for a variable‐speed pump (VSP) delivering target hydraulic characteristics of either the fixed hydraulic head or the desired pump flow. However, modelers must repeatedly adjust relative speed factors for achieving the target hydraulic performance, which can be a time‐consuming task. A new solution method has been developed for directly calculating the required VSP speed to provide a fixed hydraulic head. However, this method needs to be extended as a generic modeling approach for practical applications. This article presents an enhanced VSP solution method that extends the previously developed VSP hydraulic network solver to automatically calculate the relative pump‐speed coefficient for attaining the prescribed hydraulic head or pumping the preferred amount of flow. Using this improved method, engineers can model not only a single VSP but also multiple VSPs with rule‐based logic controls. This allows the target control head to be specified at any location or for the target flow to be specified for VSPs of different capacities. The extended method provides a flexible, robust modeling approach for engineers to analyze a variety of VSP configurations in water and wastewater collection systems.
[1]
Zheng Yi Wu,et al.
ENHANCEMENTS FOR MODELING TARGET HYDRAULIC HEAD BY AUTOMATIC CALCULATION OF VARIABLE PUMP SPEED
,
2007
.
[2]
Zheng Yi Wu,et al.
Optimal Calibration Method for Water Distribution Water Quality Model
,
2006,
Journal of environmental science and health. Part A, Toxic/hazardous substances & environmental engineering.
[3]
Thomas Walski,et al.
Some Surprises in Estimating the Efficiency of Variable-Speed Pumps with the Pump Affinity Laws
,
2003
.
[4]
Srinivasa Lingireddy,et al.
Improved operation of water distribution systems using variable-speed pumps
,
1998
.
[5]
E. Todini,et al.
A gradient algorithm for the analysis of pipe networks
,
1988
.