Record Details
page 1-5
Digital Collections at BYU
| Field | Value |
|---|---|
| Title | page 1-5 Phase II summary report (final) : Utah Lake water quality, hydrology and aquatic biology impact analysis summary for the irrigation and drainage system--Bonneville Unit, Central Utah Project, page 1-5 |
| Coverage | Electronic reproduction; |
| Format | 1-5 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; reduce losses resulting from evapotranspiration the latter figure may be refined as a result of ongoing studies of utah lake the municipal and industrial system the diamond fork power system and the iad i&d system could all be operated independently from each other however the water operation and exchange procedures for operating all three systems simultaneously would be different from that for the other two systems only prior to the diking of utah lake the water supply for jordanelle Jor danelle reservoir municipal and industrial system would be provided from strawberry reservoir by exchange through utah lake however with utah lake diked biked most of the water supply for the municipal and industrial system would come from the evapotranspiration savings on utah lake thus freeing most of the strawberry reservoir supply for the other project iad i&d system purposes mentioned above C PHYSICAL FEATURES OF THE UTAH LAKE PLAN the following section contains a description of the utah lake features of the iad i&d system PROVO BAY FEATURES figure 13 1 3 contains a schematic map of the proposed provo bay development under this plan the bay would be drained and used for agriculture provo bay dike provo bay would be separated from the main body of the lake by a 7.2 72 72 mile long dike beginning near the provo river north of the provo municipal airport and extending southward across the bay along the west side of the airport dike the bay would then be drained using the facilities described below and the land would be used for agriculture the provo bay dike would be earth filled with a maximum height of 24 feet above the lakebed at 4504 feet elevation and a crest width of 30 feet the southern portion 1 5 |
| Identifier | http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/10542 |
