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upr000037-043
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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

    ELEVATION: LAKE LEVEL (FEET) % :i••: f n---------r 390 BASIC MAGNESIUM INCL LAS VEGAS* NEVADAV _______________+_ PEEP weLl PUMPS AT INTAKE STATION, LAkE MEApE. HEAD, DISCHARGE^ AND EEFJCIENCY. .DATA FURNISHED BY PEERLESS; PUM P CO„ FjROM ACTUAL ?UMP TESTS , 4-J4*42 FRICTION LOSS PER 1000 Feet calculated Erom the scqbey FORMULA WITH'%K"« .32 ! Total, losses basep on ji.2000 ft. of pipe .line-.plus. pipe bends and1 manifolding. - fc- 4*-i-4 \ ; ? : —; : • pils - ! - " £ I liBsS H : . 3fr. § ? -r rJ 1' t ;\:--T ‘ r r :.'*** .......I | I I • J. M. MONTGOMERY GO. I- ' j CNgiNEERS I. . | 'ids'vytST!THif^sfpiEFT.; I "i rj . 'iijj i ; i'1'! |. ]•'? i-trr.r*-! ••• rr;—fr 4- 1:1.1 a t ? 7:, 1 „r l-PUMP 2VPUMPS 1050^ 10601 -H+rrb 1120 3SISS .1 - \ i 4.7 “ \ isfli-i "1, jfi. J L l |‘ t" . “*! t 1 j • : • , ] gfSRlP •j . . . - j-. L . ’, • . tr l-.Lj'.;; tr— • i i - • • — • I r*.:: 1 \ . r. L*:.:] 1 ; !. • ? 1 1229 HIGH WATtH 3-PUMPS 4-PUMPS $ S-PUI IPS 6-PUMPS! 1 •: r «1 LtLL Tit i i!. .r r iSJ:. - - J ? ~ • ~ • tv f$c tr: 4 — - , • t- r7l7l' p~- * -j — | j 1 . • ? L7-! X/Vj.: ' ' TV' . 'J-r ]T-H . - « ?J_f - . . t*. L*- ? 11 v~ ' " { " trntT? r - 11 — T'.! 1"!1 1 V ' "? ,—,— r'f- : '.u: „r- -83 1 . --ii-- * Bo Z 86 LlI -85 y u_ -84- u_ -83 I '82 CL '81 '80 D -79 Q- -'"I- hi 8 O O O O O— .0 i- O 0 O- 0 0 Q U O O O O 0 0 O 5 0 0 O 0 O O O O O P 0 Q. 0 0 Q O 0 JB> O CM 2 to 1 m * f h . 2 «| o> M _GL pi F. f c R I C lJ. - POST CO. STLE.S • OA K l ' P - S A K » ftANLISCv DISCHARGE 8I£I—GALLONS PER MINUTE I cm cm pa m J. k |*T QKTgo R f i c< PF-Z-J? 1- h ZL i)