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WSP10704
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Last modified
1/26/2010 3:14:21 PM
Creation date
10/12/2006 4:28:20 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
1/1/1948
Author
USDOI/BOR
Title
Boulder Canyon Project Final Reports: Part VI/ Bulletin 3 - Studies of Crests for Overfall Dams
Water Supply Pro - Doc Type
Report/Study
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<br />eo:> <br />~ <br />~ <br />e< <br /> <br />x <br /> <br />CONTENTS <br /> <br />c <br /> <br />CHAPTER IV-WEIRS SLOPING DOWNSTREAM <br /> <br />ANALYSIS OF EXPERIMENTAL RESULTS <br />Sectlem Page <br />24 VVerr shapes tested_______________~____________________________ 53 <br />25 Compilation of nappe-shape results _ _ __ _ _ _ _ __ _ __ _ _ __ _ _ __ _ __ _ _ __ _ _ 53 <br />26 Bazin's re!mlts on 2:1 and 4:1 sloping weirs_U__U__h__UU_______ 57 <br />27 Relation of Eta velocity of approach_________u_uu____uh____ 57 <br />28 Discharge coefficients. - - - - - - - - _ - - _ _ - ~ _ __ _ _ __ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ 83 <br />29 Reduction of pressure on upstream face of 1:3,2:3, and 3:3 sloping <br />weirs___ __ __ _ __ __ - _ - - - - __ - _ _ - __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ ___ 83 <br /> <br />APPLICATION OF EXPERIMENTAL RESULTS <br /> <br />30 Design of overflow section with sloping upstream 18C8_______.:______ 88 <br />31 Design of overflow section with shallow approach channel. _ _ _ _ _ .___ 91 <br />32 Design of overflow section with shallow approach channel and gates <br />on crest______;_____________________________________________ 96 <br /> <br />CHAPTER V-WEIRS WITH UPSTREAM OVERHANG AND <br />WEIRS WITH UPSTREAM OFFSETS AND RISERS <br /> <br />ANALYSIS OF EXPERIMENTAL RESULTS <br /> <br />33 Weir shapes tested_u_ _ Uu _____ u _ _u _ _ _ _u Uh u __ U ___ _h ___ 100 <br />34 Analysis of nappe-shape results, type C weiL___nUh__U_hU_n 100 <br />35 Analysis of nappe-shape results, type D weir_uhn__u__u__u_n 103 <br />36 Flow characteristics of overhang and offset-type weirs_u__u_u____ 125 <br />37 Relation of E to velocity of approach _ u h _ _ h _ U _ U _ _ _ h _ _ _ _ u _ _ 127 <br />38 Discharge coefficients_ _ _ _ _ n __ u _ _ _ _ _ _ __ _ _ u _ _ _ _ __ _ _ _ _ u_ _ __ ___ 130 <br />39 Pressures on upstream face of overhang and offset weirs_ _ _ _ _ _ _ _ _ _ _ _ 132 <br /> <br />APPLICATION OF EXPERIMENTAL RESULTS <br /> <br />40 Design of overflow dam section with overhang on upstream face__ _ _ _ 135 <br />41 Design of overflow dam section with offset in upstream face_____uh 138 <br /> <br />CHAPTER VI-VERIFICATION OF EXPERIMENTAL DATA <br /> <br />PRESSURES ON DOWNSTREAM FACE OF OVERFLOW SECTIONS <br />AND DISCHARGE COEFFICIENTS <br /> <br />42 Pressures on overflow faces____h__n_h___n_____nn__h_n___ 140 <br />43 Discharge coefficients_ _ ___ _h_ ____n __ U ____ __ h_ _ __ __ _ _ _____ __ 144 <br /> <br />CHAPTER VII-SUBMERGED FLOW STUDIES <br /> <br />DECREASE IN COEFFICIENT OF DISCHARGE PRODUCED BY <br />SUBMERGED FLOW <br /> <br />44 IntroductioD_____;____________________________________________ 146 <br />45 Summary of program_ _ ________________________________________ 146 <br />46 Test equipmenL _ _ _ _ _ _ __ u _ _ _ __ _ _ __ _ __ _ __ U _ __ _ n _ _ __ _ _ __ U __ _ 147 <br />47 Test procedure_ __ ___ _ _ _ _ __ _ _ _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ __ _ __ _ U _ __ _ _ __ _~ 147 <br />48 Test results on coefficient of dischargeu__h_n__u__u___u_u___ 151 <br />49 Test results on pressuresU__h_U________u______uuu__n____~ 157 <br />50 Application of results______h___________u____~_____________n_ 157 <br />
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