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Electrical Power for Valdez and the Copper River Basin-1981

Electrical Power for Valdez and the Copper River Basin-1981

Electrical Power for Valdez and the Copper River Basin-1981

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were estimated based on Tonsina <strong>River</strong> flows. As with <strong>the</strong> Tonsina site,precipitation <strong>and</strong> area rati()s were used to generate <strong>the</strong> Tiekel flows from<strong>the</strong> Tonsina's.The pertinent characteristics <strong>for</strong> each site are shown below:GageCreek Gage Used% Average AverageArea in Annual Gage AnnualArea Glaciers Precip. Area Precip.(mi2) ( in) (rli2) ( in)Overa 11RatioKlutina Klutina 826 5 -1 0 880Tiekel Tonsina 367 15 53. 1 420 28.0Tonsina Tonsina 263 10 32.9 420 28.0Ts ina Solomon 5'1 50 70.4 19 1 140.941.660.741. 79Estimated Damsite Streamflows:It has been assumed that <strong>the</strong> streamflows determined through <strong>the</strong>previous analysis would be <strong>the</strong> estimated damsite streamflows.~v aporat ion:The normal high relative humidity, high percentage of overcast days,<strong>and</strong> cool climate preclude any appreciable loss from evaporation.Estimates of flow were based on records of existing or historical gagingstations near <strong>the</strong> project areas, <strong>and</strong> include evaporation from <strong>the</strong> streamsurface. Due to <strong>the</strong> nortllern latitude <strong>and</strong> prevailing maritime climate,additional evaporation from <strong>the</strong> reservoir surface would beinsignificant.Flood Characteristics:Snowmelt-type floods are dependent upon two conditions: (1) <strong>the</strong>amount of accumulated snow; <strong>and</strong> (?) <strong>the</strong> temperature sequence during <strong>the</strong>spring melt period. A 1 arge snowpack over <strong>the</strong> basin will give a 1 argevolume of runoff during <strong>the</strong> spring. However, if <strong>the</strong> temperaturesincrease gradually, causing slower snowmelt, <strong>the</strong> flood peak will be justslightly above normal. If <strong>the</strong> early spring is colder than normal <strong>and</strong><strong>the</strong>n tile temperatures rise rapidly <strong>for</strong> a prolonged period, <strong>the</strong> flood peakwill be extremely high with <strong>the</strong> duration of flooding dependent upon <strong>the</strong>total snowpack.On <strong>the</strong> streams in <strong>the</strong> sou<strong>the</strong>rn portion of <strong>the</strong> study area, rainfloodsproduce <strong>the</strong> highest flm ... s. These occur in <strong>the</strong> fall, generally betweenlate August <strong>and</strong> October. The flood peaks are quite sharp due to <strong>the</strong> fastrunoff, which is caused by <strong>the</strong> steepness of <strong>the</strong> terrain <strong>and</strong> <strong>the</strong> lowinfiltration losses into <strong>the</strong> underlying rock. On <strong>the</strong> Klutina <strong>and</strong> Tonsina<strong>River</strong>s, <strong>the</strong> flooding characteristics are mixed. The annual peak flows onA-8

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