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DIN 19700-11:1986-01

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

DAM PLANTS - DAMS

Available format(s)

Hardcopy , PDF

Superseded date

07-03-2021

Language(s)

English

Published date

01-01-1986

1 Field of application
2 Concept
3 Hydrological parameters
      3.1 Water management plan
             3.1.1 Purpose
             3.1.2 Flood protection
             3.1.3 Storage levels (capacity levels)
             3.1.4 Combined operation of dams
      3.2 Design flood inflow
      3.3 Water quality
4 Subsoil
      4.1 General
      4.2 Investigations
4 Subsoil
      4.1 General
      4.2 Investigations
             4.2.1 Geotechnical investigations
                      4.2.1.1 In the vicinity of the
                                 damming structure
                      4.2.1.2 In the vicinity of the
                                 storage reservoir
             4.2.2 Hydrogeological investigations
5 Damming structures
      5.1 Earth dams
             5.1.1 Dam foundation; subsoil sealing
                      5.1.1.1 Foundation on solid rock or
                                 an imperviousals
                      5.1.1.2 Foundation on loose rock in
                                 the case of deep-seated rock
                                 situated at a penetrable
                                 depth or in the case of an
                                 impervious horizon
                      5.1.1.3 Foundation on loose rock in
                                 the case of deep-seated rock
                                 at an impenetrable depth or
                                 in the case of an impervious
                                 horizon
                      5.1.1.4 Inspection structure
             5.1.2 Dams with facing
                      5.1.2.1 General
                      5.1.2.2 Facings made of bitumen
                                 concrete
                      5.1.2.3 Facings made of cement
                                 concrete
             5.1.3 Dams with core
                      5.1.3.1 Cores made of natural
                                 construction materials
                      5.1.3.2 Cores made of artificial
                                 construction materials
                                 5.1.3.2.1 General
                                 5.1.3.2.2 Bitumen concrete
                                 5.1.3.2.3 Soil cement
                                 5.1.3.2.4 Cement concrete
                                 5.1.3.2.5 Steel
             5.1.4 Dam construction
             5.1.5 Raising the height of dams
      5.2 Solid barrier dams *)
             5.2.1 Structural design
                      5.2.1.1 General
                      5.2.1.2 Gravity dams
                      5.2.1.3 Arched dams
                      5.2.1.4 Buttress dams
                      5.2.1.5 Dams combining different
                                 design features
                      5.2.1.6 Raising the height of solid
                                 barrier dams
                      5.2.1.7 Rock foundation
             5.2.2 Construction of solid barrier dams
                      5.2.2.1 Base
                      5.2.2.2 Concreting of dam
                      5.2.2.3 Joints and recesses
                      5.2.2.4 Prestress
6 Stability and serviceability of solid barrier dams
      6.1 General information on proofs to be furnished
      6.2 Loads acting on the solid barrier dam
             6.2.1 General
             6.2.2 Group 1 loads
             6.2.3 Group 2 loads
             6.2.4 Group 3 loads
      6.3 Loads acting on the rock foundation
             6.3.1 General
             6.3.2 Classification of loads
      6.4 Load cases
      6.5 Abutment conditions
             6.5.1 General
             6.5.2 Abutment condition A
             6.5.3 Abutment condition B
             6.5.3 Abutment condition C
      6.6 Design cases
      6.7 Factors of safety and permissible stresses in
             the case of solid barrier concrete dams
             6.7.1 Unreinforced concrete and reinforced
                      concrete components
             6.7.2 Prestressed concrete components
      6.8 Rock anchors
      6.9 Verification of stability of rock foundation
7 Operation equipment
      7.1 Spillways
      7.2 Intake structures
      7.3 Devices for measuring water level, inflow and
             outflow
8 Structure observation
      8.1 Measurements and inspections
      8.2 Frequency of measurements
      8.3 Geodetic network
9 Dam register

DevelopmentNote
Suspended until publication of a revised English text, due to a new German edition. (07/2004)
DocumentType
Standard
Pages
14
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Superseded
SupersededBy

DIN 4020:2010-12 GEOTECHNICAL INVESTIGATIONS FOR CIVIL ENGINEERING PURPOSES - SUPPLEMENTARY RULES TO DIN EN 1997-2

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