Record Details

page 37

Digital Collections at BYU

Field Value
Title page 37 Results of the Currant Creek Pipeline Impact Loading Study, Central Utah Project, page 37
Coverage Electronic reproduction;
Format 37 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; 75 JQ 70 GEAR UJ ILI tal tzi 65 1 i 2 3 4 5 6 1 0 W 60 3 5550 0 W 0 DEPTH DEPT H OP OF C OVER COVER 3.75 375 375 FT UJ 15 5 STRESS STRE SS dell ede dee LL NO 7 ir E 0 40 z 35 30 0 W UJ 25 z 20 x 15 I 1 10 0 5 x 1 2 3 4 5 6 7 4 2 a 0 RUN NUMBER REAR TIRE LOADING 0 .0 75 GEAR 70 1 2 3 4 5 6 1 UJ 65 cc 60 DEPT DEPTH H OF COVER CC VER W 55 375 3.75 3 75 FT U w S 50 STRE STRESS SS CEL CELL L a ir 45 no8 na n0 noa 8 040 Z 35 30 u w 0 25 z 20 0 5 15 t 0 10 OF 5 X 1 2 3 4 5 6 7 z b RUN NUMBER REAR TE TIRE LOADING figure B 2 maximum ch achage chage ige in pressure test 11 stress meters 7 and 8 3 RUN NO 4 2.5 25 25 t GEAR 4 dx DEPTH OF COVER 3.75 375 FT 0 1 2 RUN NO I 1 USED FOR STATIC LOAD 1.5 15 15 I 1 CL 0.5 05 05 0 1 2 3 4 5 6 7 8 a 0 CELL NUMBER REAR TIRE LOADI LOADING NG 3 RUN NO noa no4 4 2.5 25 25 GEAR 4 ir DEPTH OF COVER 3.75 375 FT 0 RUN NO 7 USED FOR STATIC LOAD 12 1.5 15 15 CL I 1 0.5 05 05 0 1 I 2 3 4 5 6 7 8 b CELL NUMBER REAR TIRE LOADING figure B 3 impact factor versus stress meter location FIESAT COPY dohy AVAILABLE 37
Identifier http://cdm15999.contentdm.oclc.org/cdm/ref/collection/WesternWatersProject/id/12835

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