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GPS-X Technical Reference

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Other Models 328<br />

PUMP MODEL<br />

Pump Energy Model using Characteristics Curve<br />

The energy consumed in a pumping system depends on the pumped flow rate, pump head<br />

and pump efficiency. For a give pumped flow rate, the energy consumption will depend<br />

on pump head and pump efficiency. The required pump head for a piping system has to<br />

overcome the static head and dynamic head loss in the pipes, valves and fittings. While<br />

static head is independent of the pumped flow rate, the dynamic pump head is a function<br />

of pumped flow rate and piping system. The pump efficiency is also a function of the<br />

pump flow rate and normally available from the pump characteristic curve. The simple<br />

pump energy models applied to variable flow conditions typically use a constant head<br />

and constant efficiency, leading to inaccurate estimation of pumping requirement. These<br />

models also cannot be used to compare energy performance of pumps having different<br />

pump characteristics curves. Therefore, in situations where large variation in the<br />

pumped flow rates are expected, better energy consumption estimates can be made giving<br />

adequate attention to pump characteristics curve.<br />

With the above objectives in mind, an advanced pump energy model is implemented in<br />

<strong>GPS</strong>-X to dynamically estimate the pump head and pump efficiency under variable pump<br />

flow conditions. Two pump models are implemented 1) Fixed speed pump model and 2)<br />

Variable speed pump model. The essential parts of the models are as described below.<br />

Fixed Speed Pump Model<br />

System Curve Characteristics<br />

The pump model requires that a system curve is defined for the pumping system. In the<br />

<strong>GPS</strong>-X model following equation is used to define the system curve.<br />

Where:<br />

h static = static system head, m<br />

h dynamic = static dynamic head, m<br />

h sys = h static + h dynamic<br />

h dynamic = K. Q 2<br />

K = dynamic head-loss coefficient, -<br />

Q = flow rate in the system, -<br />

In <strong>GPS</strong>-X model, the head-loss coefficient (K) is estimated using one set of value for<br />

h dynamic and Q. In addition to this, the model requires an input value for h static . The<br />

<strong>GPS</strong>-X input screen for system curve characteristics is as shown below in Figure 11-21<br />

and Figure 11-22:<br />

<strong>GPS</strong>-X <strong>Technical</strong> <strong>Reference</strong>

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