Small Decentralized Hydropower Program National ... - Cd3wd.com

10,000
5,000
2,000
1,000
5oc
2oc
lO(
5(
2(
l(
Rendimiesto Igual
Equal Yield
tender 10s registros se se lo puede hater afnuiiendo la
informacibn. Anteriormente se discutieron las
diferentes ticnicas relacionadas con el topic0 general
de extender registros y rellenar brechas.
Un metodo para extender directamente las curvas
de duracidn fluvial ha sido sugerido por Searcy y
Hardison (1959). En este procedimiento, llamado
titodo de estaciones indices, se establece una
relation entre dos estaciones. El procedimiento
comienza por utilizar informacibn que traslapa
periodos de tiempo para derivar las curves de
100 200 500 1,000 2,000 5,000 10,000
Descarga en Pies Clibicos por Segundo
El Rio Kankakee en Momence, Ill., has de Aqua 1946-1950
Discharge, in Cubic Feet per Second
Kankakee River at Momence, Ill., Water Years 1946-1950
Figura 5. Correlacibn Entre el Rio Kankakee y el Rio
Iroquois Basado en Descarga con Igual Por-
centajes de Duraeih
Figure 5. Correlation Between Kankakee River and
Iroquois River, Based on DischarG,e of Equal
Percent Duration. [Ref.: Searcy (195911
50
characteristics of the dam/reservoir site should
also include groundwater and permeability
characteristics to ensure the “tightness” of the
reservoir.
Numeraus site factors may control the
eventual consideration of the potential develop-
ment scheme. Many of these deal not so much
with the specific site as they do with its relation-
ship to other considerations. In the previously
mentioned University of Idaho study (Gladwell,
et. al., 1979), the following were considered in