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Design of gravity dams:

design manual for concrete gravity dams, Parts 1-15
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The Bureau, 1976 - Technology & Engineering - 553 pages

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Contents

Section
1
Section Page Section Page
6
RESERVOIR CAPACITY
7

72 other sections not shown

Common terms and phrases

abutment analysis assumed beam block Bureau of Reclamation cantilever capacity cement coefficient cofferdam computed concrete dam concrete temperature construction contraction joints cooling cracking crest curve damsite deflections deformation depth design storm determined discharge diversion scheme downstream face drainage earthquake effect elevation equation estimates factors feet finite element finite element method flow foundation gallery gate gravity dam grouting head loss horizontal elements hydraulic jump hydrograph inches inflow design flood installed isohyetal lag-time mass concrete measurements meters method minimum obtained occur ooooo ooooo ooooo operation orifice outlet penstock pipe plane pozzolan precipitation pressure probable maximum rainfall excess reading stations reservoir water rock runoff runoff curve shear shown on figure slope spillway stilling basin streamflow stresses tailwater tensile stresses trashrack TRIAL-LOAD tunnel twisted structure unit unitgraph upstream face usually values velocity water surface watershed

Bibliographic information

QR code for Design of gravity dams
TitleDesign of gravity dams: design manual for concrete gravity dams, Parts 1-15
Water resources technical publication
Design of Gravity Dams: Design Manual for Concrete Gravity Dams, United States. Bureau of Reclamation
AuthorUnited States. Bureau of Reclamation
PublisherThe Bureau, 1976
Length553 pages
Subjects ›  › 

Concrete dams
Gravity Dams
Gravity dams
Technology & Engineering / Civil / Dams & Reservoirs
Technology & Engineering / Hydraulics
  
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