Record Details

page 7

Digital Collections at BYU

Field Value
Title page 7 Jordanelle Dam : design, geology, relocation, construction, flood cotrol, stabilization, page 7
Coverage Electronic reproduction;
Format 7 text/PDF
Rights Brigham Young University; http://lib.byu.edu/about/copyright/generic.php Public Domain Public
Language English; eng; en
Relation Central Utah Project; Western Waters Digital Library; jordanelle Jor danelle dam will be a rolled earthfill earthfall earth fill structure with a height of about 296 feet above stream bed a crest length of about 2800 feet a crest width of 45 feet and a total volume of 14650000 cubic yards of material the outlet works which will have a maximum capacity of 3670 cfs cs will have 77 or a multiple level intake structure to help control water quality as well as the water temperature of the releases for the benefit of the stream fishery A spillway with a capacity of 4040 cfs cs will in combination with the outlet works and a surcharge capacity in the reservoir protect the dam from the maximum design flood inflow jordanelle Jor danelle reservoir with an eastern arm extending about 5 miles up the provo river and a northern arm extending about 4y4miles 414 miles up the tributary drain tunnel creek will have a total capacity ca of about 320300 acre feet and a corresponding surface area of about 3068 acres about 320100 acre feet of the total capacity will be active and the MW remaining 200 acre feet will be dead storage included in the active capacity will be 6100 acre feet of storage space to replace storage in the reservoirs in the upper provo river drainage the reservoir will also have a surcharge capacity of about 12800 acre feet to temporarily store flood inflows until they can be safely discharged through the outlet works and spillway no storage space will be allocated for sediments since they will occupy less than one percent of the normal capacity of the reservoir over a 100 loo year period the construction and operation of jordanelle ofjordanelle jor danelle reservoir will require the relocation of portions of US highways 40 and 189 around the site the design and construction of these roads will be accomplished by the utah department of transportation in cooperation with the united states bureau of reclamation
Identifier http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/441

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