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upr000332 94

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upr000332-094
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    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.

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    University of Nevada, Las Vegas. Libraries

    ^ ? l o l m s t e d a n d g i u _e l e n C O N S U L T I N G E N G I N E E R S 6 0 4 —5 W R IG H T A N D C ALLENDER B UrLDTNG LO S A N G E L E S , C A L. Lea Angeles, C a l., June 14th, ISO®* Ur. S, ©* Tilton# C hief Ingiacer, & 8* f| 8«R* l*oa Angeles, California. Dear S lr :- Wo herewith submit to you a report and on© drawing on changes and extensions of the tiain pipe lino frost -Das Yoga3 springs to the water tani; in itp Railroad yard. Springs B#F# and the coKtbinod flow of c * D* 3c 1* (aoe drawing) we»© loeaaur©d and found to huvo the following flow: spring 8. 8.48 Sec. Ft. spring F. 0. 0? | n spring 0.B.&E. 2. OS I # Total 4* 58 * Bor 8,915,000 ga l.p er84 hr. Records o f gauging mdo fiv e years ago show tho total flow of those springs to have boon about $#300,000 gale, per 84 hours or 4.90 sac* ft. The pipe lines hereafter proposed have boon calculat­ed on the basis of 4*86 sac. f t . , tho flow frot.i oaoh apring being revised in proportion us follows: Spring B. 8.06 sec. ft . Spring F. .08 * • Spring c.D.&SJ. 8.88 | * Total 4.90 » 8