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upr000030 83

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upr000030-083
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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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    Digitized materials: physical originals can be viewed in Special Collections and Archives reading room

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    University of Nevada, Las Vegas. Libraries

    Los Angeles, C alif. Deo. 16, 1947 27-334 Mr. A. M. Folgeri^^ (c.o. Mr. Frank Strong) Referring to your letter of December 9th, file f 1-1-2 relative to Storm Flow Data on Las Vegas Creek, Las Vegas, Nevada. " Our records reflect the following drainage data on Bridge 334.46 - one 15' R.C. Deck Span where Las Vegas Creek crosses under Railroad tracks east of Freight House. Tributary Water Shed Area - 2100 Aores » - 3.28 Square Miles Distance in miles from Outlet to Extreme end » 2.28 miles Center of Gravity of Area 1.50 miles Average Slope - 0.012# Probable Maximum run-of:£;S0Q Seoond Feet. u In making comparison of openings at various locations with comparable drainage areas, a double 8* x 4* reinforced conorete box would provide ample area to handle run-off at this location. J. F. Mack