UNLV Special Collections provides copies of materials to facilitate private study, scholarship, or research. Material not in the public domain may be used according to fair use of copyrighted materials as defined by copyright law. Please cite us.
Please note that UNLV may not own the copyright to these materials and cannot provide permission to publish or distribute materials when UNLV is not the copyright holder. The user is solely responsible for determining the copyright status of materials and obtaining permission to use material from the copyright holder and for determining whether any permissions relating to any other rights are necessary for the intended use, and for obtaining all required permissions beyond that allowed by fair use.
This material is made available to facilitate private study, scholarship, or research. It may be protected by copyright, trademark, privacy, publicity rights, or other interests not owned by UNLV. Users are responsible for determining whether permissions are necessary from rights owners for any intended use and for obtaining all required permissions. Acknowledgement of the UNLV University Libraries is requested. For more information, please see the UNLV Special Collections policies on reproduction and use (https://www.library.unlv.edu/speccol/research_and_services/reproductions) or contact us at special.collections@unlv.edu.
Digital Provenance
Digitized materials: physical originals can be viewed in Special Collections and Archives reading room
Publisher
University of Nevada, Las Vegas. Libraries
Transcription
TABLE 10 LAS VEGAS VALLEY WATER DISTRICT Bases of Design - Water Storage and Dlstrlbutl Las Vegas Urban Area Storage Ground storage at 6th Avenue and Oakey Blvd. 4. Number of Reservoirs ..................... 1 Elevations (approximate): Center line of booster p u m p s ............ 2,015 Base of r e s e r v o i r ..................... 2,010 Pull line of reservoir...................2,030 Elevated Storage at 6th Avenue and Oakey Blvd. C a p a c i t y .............................. 0. Elevation of ground . . ... . . .2,030 Elevation of overflow ............... .2,130 Distribution System Pumping Station Rate of Consumption, Lake Mead Supply - Maximum Day, Average Hour, 1970 . . . . 27. Maximum Pumping Rate, Lake Mead Supply - 120° Average Hour, Maximum Day, 1970 . . 31 Capacity of Each Pump . . . . . . . . 10 Number of Units '........................... 3 Total Installed Capacity . . . . . . . 31 Total Dynamic Head at Rated Capacity . . . 100 Feeder Main from Elevated Tank Maximum Rate of P l o w ..................... 29 Length of Main to 9th Street and Stewart Avenue . . . . 0 MG 5 MG 1 MGD 6 MGD 6 MGD (Space for 1 future) 5 MGD feet 4 MGD 7,000 feet
