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Chapter 5 - Publications, US Army Corps of Engineers

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EM 1110-2-1701<br />

31 Dec 1985<br />

elevation by means <strong>of</strong> a hydraulic turbine connected to a generator.<br />

Electrical energy is usually measured in kilowatt-hours, but it can<br />

also be defined in terms <strong>of</strong> average kilowatts. Three classes <strong>of</strong><br />

energy are <strong>of</strong> interest in hydropwer studies: average annual, firm,<br />

and secondary.<br />

b= ~ A hydro projectts average annual<br />

energy is an estimate <strong>of</strong> the average amount <strong>of</strong> energy that could be<br />

generated by that project in a year, based on examination <strong>of</strong> a long<br />

period <strong>of</strong> historical streamflows. In sequential streamflow analysis,<br />

average annual energy is calculated by taking the mean <strong>of</strong> the annual<br />

generation values over the period <strong>of</strong> record. In non-sequential<br />

analysis, it is computed by measuring the area under.the annual powerduration<br />

curve. In many power studies, energy benefits are based<br />

directly on average annual energy. In other cases, it is necessary to<br />

evaluate firm and secondary energy separately (see Section 9-100).<br />

(1) AS defined from the marketing standpoint, firm energy is<br />

electrical energy that is available on an assured basis to meet a<br />

specified increment <strong>of</strong> load. For hydroelectric energy to be marketable<br />

as firm energy, the streamflow used to generate it must also be<br />

available on an assured basis. Thus, hydroelectric firm energy (also<br />

sometimes called primary energy) is usually based on a projectrs<br />

energy output over the most adverse sequence <strong>of</strong> flows in the existing<br />

streamflow record. This adverse sequence <strong>of</strong> flows is called the<br />

critical period (see Section 5-10d).<br />

(2) Where a hydro plant or hydro system carries a large portion<br />

<strong>of</strong> a power system~s load, the hydro plantts firm energy output must<br />

closely follow the seasonal demand pattern. Reservoir storage is<br />

<strong>of</strong>ten required to shape the energy output to fit the seasonal demand<br />

pattern. Where hydro comprises only a small part <strong>of</strong> a power systemts<br />

resource base, a hydro plantts output does not necessarily have to<br />

match the seasonal demand pattern. Its firm output can frequently be<br />

utilized in combination with other generating plants and in this way<br />

will serve to increase the total system firm energy capability.<br />

However, in some systems, marketing constraints may preclude taking<br />

advantage <strong>of</strong> this flexibility.<br />

(3) In the Pacific Northwest and parts <strong>of</strong> Alaska, where hydropower<br />

is the predominant source <strong>of</strong> generation, generation planning is<br />

based primarily on system energy requirements rather than peak load<br />

requirements (see Sections 2-2b and S-sb). Thus, to determine a<br />

proposed hydro projectts value to the system, it is necessary to<br />

compute that projectfs firm energy capability. Capacity consid-<br />

5-2

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