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WSP10992
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Last modified
1/26/2010 3:15:33 PM
Creation date
10/12/2006 4:39:05 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.200.05.J
Description
Hoover Dam/Lake Mead/Boulder Canyon Project
Basin
Colorado Mainstem
Date
1/1/1940
Author
USDOI/BOR
Title
Boulder Canyon Project Final Reports: Part V/ Bulletin 5 - Penstock Analysis and Stiffener Design
Water Supply Pro - Doc Type
Report/Study
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<br />C\1 <br />C"': <br />an <br />C'; <br /> <br />c <br /> <br />CONTENTS <br /> <br />SECTION PAOE <br />Introductory statement... ..................__. .................h.....___ ii <br />Engineering organization during construction ..uu.....................m............hh........... vi <br />Foreword ....n.m..._n_nn____.........__......____........... ........mn................__..__............______.......... vii <br />Contents ......n....... ...m..................____........................nn.......n.......__n.......hn...........n........ 1 <br />List of figures__________.._.... nun...nn..... ................. ................ ...................._....__ 4 <br />List of tables ............n_...................u..................n.........n_n..........................................._.. /j <br /> <br />CHAPTER I-GENERAL CONDITIONS AND SUMMARY <br /> <br />GENERAL CONDITIONS <br /> <br />Introduction .....nm.... __..m..........__....____............__..___......... __n................ <br />2 Development of theory m...'''' .00.............0000............ mm..n................................. <br /> <br />7 <br />7 <br /> <br />SUMMARY <br />3 Pipe shell..............m...n...... .......00..00..............0000... ...................mn 8 <br />4 Stiffener ring nnmn....._...... ...............00.............................. ....00.......................00...00.......... 9 <br />5 Fillet insert .....m..nn...........m...............n..m.....n............n.. ...................nn........m.......n 10 <br />o Conical shells..n..nn...... .........................00....._...............00................................................ II <br />7 Water.hammer .m..nn.n.......n..n..n............nn....n...........m................nnn.................m.... 11 <br />8 Nota.tion ..............00...........00...._.........................000000...................m.n.n................__..n...... 11 <br />9 Personnel ............00..............00........00..................00..........................00..0000.......00.00..00.00.....00.. 13 <br /> <br />CHAPTER II-PIPE SHELL THEORY <br /> <br />EQUILIBRIUM AND STRESS.STRAIN RELATIONS <br /> <br />10 Equ&tions of equilibriUDlm...n.........._...........n......_...... ....mmn......n...on.... ..m.....m..... 15 <br />11 Stress.strain relations .n...n.......................m....n.....mm...mon....................................... 16 <br />12 Solution of equationsm.....n............nmn.....................m................................nn..m... .... 20 <br />13 Membrane Bolution...........n........n...mn...........mn........nm....m.....n...n.nm......mnm....... 20 <br />14 Edge.effect solution.n..............n..n.n..............n.......n.........n......................00..............000000 21 <br />15 Complete solution.........................nn.....n..................n...............00................................... 27 <br /> <br />BODY FORCES AND SHELL FUNCTIONS <br /> <br />16 PIpe just fulL...... ,................................,.....................................,...... '....'..................... 28 <br />17 Pipe under pressure................m.... ................mm....................m...nm........................... 32 <br />18 Pipe one-fourth full.........mn...m........._n..........m..............................m........ 32 <br />19 Pipe one-half fulI............m...m.............n...................'........nnn..._.......... m................... 34 <br />20 Pipe three.fourths full........m.........m...... ...................00.................................... 36 <br />21 Membrane solutions for special C&SeSn........................................onnn............ 38 <br />22 Special edge-effect solutions........................n....mn................ .................on.................. 40 <br />
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