DIN 19700-11:1986-01
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
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DAM PLANTS - DAMS
Hardcopy , PDF
07-03-2021
English
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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