Concrete revetments in hydraulic engineering - Part 2: Requirements for non-interlocking revetments
€111.40
Concrete revetments in hydraulic engineering - Part 200: Evaluation of conformity of non-interlocking revetment blocks in addition to DIN 1186-2
€41.78
Water quality - Assessment of damage to fish passing through pumping stations and hydropower plants - Methods based on live fish passage survival test and blade strike model; German version EN 18110:2025
€179.53
Water quality. Assessment of damage to fish passing through pumping stations and hydropower plants. Methods based on live fish passage survival test and blade strike model
€421.00
Water quality – Assessment of damage to fish passing through pumping stations and hydropower plants – Methods based on live fish passage survival test and blade strike model
€184.00
Structures in, at, over and under surface water bodies
€105.42
Concrete revetments in hydraulic engineering - Part 100: Evaluation of conformity of interlocking revetments in addition to DIN 1186-1
Concrete revetments in hydraulic engineering - Part 1: Requirements for interlocking revetments
€116.64
EN 18110 Water quality. Method for assessment of fish damage in pumps and turbines used in pumping stations and hydropower plants
€24.00
Forages d'eau - Partie 1 : designAutomatic translation from French : Water drilling - Part 1: design
€169.50
River bottom structures in hydraulic engineering
Standard Practice for (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Theis Nonequilibrium Method
€65.00
Standard Practice for (Analytical Procedure) Determining the Efficiency of a Production Well in a Confined Aquifer from a Constant Rate Pumping Test
Standard Practice for (Analytical Procedure) for Determining Transmissivity of Confined Nonleaky Aquifers by Underdamped Well Response to Instantaneous Change in Head (Slug Test)
Standard Practice for (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Modified Theis Nonequilibrium Method
