The largest hydroelectric plant in the UK is found in Northumberland, located at the Kielder reservoir. During
its operation, the minimum flowrate discharge of water runs at Q=1.32 m³/s (cumec), however throughout
the year, as the reservoir level increases, the flow rate (Q) must be increased to different levels. One of the
standard increases, is to change the flow rate from 3.5 m³/s to 7 m³/s. Figure 1 shows a change in the flow
rate ejection for the hydroelectric dam over a 210s period, represented in cm³/s for this 3.5 to 7 cumec flow
rate change.
During the numerical integration calculations, if the relative error is not reached during a loop, double the
number of separations used over the timespan in the calculations for the following calculation cycle.
(1)
(111)
In the command window, display the integral value calculated for volume, the number of
sections used in the numerical integration, and the relative error produced for each looped
calculation using 'fprintf" and associated commands.
Produce a single figure with two subplots, (1) showing the flow rate (m/s) vs. time (t) of the
flow rate equation in one plot at a suitable accuracy, and (2) a cumulative volume (m³) graph of
the quantity of ejected water over time (s) in the second subplot.
Produce a figure showing the total volume calculated against the number of separations used in
each numerical integration calculation; use a logarithmic x-axis scale on the resulting plot.
Fig: 1