Technology Status - NET Nowak Energie & Technologie AG
Technology Status - NET Nowak Energie & Technologie AG
Technology Status - NET Nowak Energie & Technologie AG
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32<br />
The natural factors which affect SHP potential are the quantity of water flow<br />
and the height of the head. Flow roughly relates to average annual<br />
precipitation and the head depends, basically, on topography. The main<br />
requirement for a successful hydropower installation is an elevated head,<br />
either natural or artificial, from which water can be diverted through a pipe<br />
into a turbine coupled to a generator that converts the kinetic energy of<br />
falling water into electricity. The water is then discharged, usually through a<br />
tube or diffuser, back into the river at a lower level.<br />
The theoretical power available in a volume of water (Q) is the mass of the<br />
water times the height or head (H) the water can fall. In reality, losses due to<br />
imperfections in the design of machinery and pipelines have to be<br />
considered in every hydropower system. Internal friction in pipelines and<br />
channels as water travels towards the turbine causes a loss of potential<br />
energy in the system. Hence the head used in calculations is the net head,<br />
defined as the potential energy which reaches the turbine system. Similarly,<br />
friction and heat losses occur in the turbine, the gearbox and the electric<br />
generator. As a rule of thumb, power is equal to seven times the product of<br />
the flow (Q) and gross head (H) at the site:<br />
P [kW] = 7QH Where: Q = cubic metres per second and<br />
H = net head in metres<br />
Producing one kWh at a site with a 10m head requires ten times the water<br />
flow of a site with a 100m head.<br />
SHP can generally be divided into three different categories depending on<br />
the type of head and the nature of the plant:<br />
● High-head power plants are the most common and generally include a<br />
dam to store water at a higher elevation. These systems are commonly<br />
used in mountainous areas.<br />
● Low-head hydroelectric plants generally use heads up to a few metres in<br />
elevation or simply function on run-of-river. Low-head systems are<br />
typically built along rivers.<br />
● Supplemental hydropower systems are generating facilities where the<br />
hydropower is subordinate to other activities like irrigation, industrial<br />
processes, drinking water supply or wastewater disposal. Electricity<br />
production is thus not the prime objective of the plant but often a useful<br />
by-product.<br />
SMALL HYDROPOWER X2