Course detail

Appurtenant Safety Structures for Dams and Hydraulic Circuits

FAST-CR053Acad. year: 2022/2023

The course provides students with information on the safety assessment of the water works during floods. N-year flows in the profile of the dam determining, design discharge, transfer the flood waves and its transforming through the reservoir. The use of emergency spillways and bottom outlets of dams for controlled transfer of flood waves. Converting of the control flood waves. The design of the emergency spillways, spaces of stilling basins and spillway channel for safe operation during floods. Designing of the multipurpose flow control structure of small dams and polder dams. Function and Designing of the surge tank of the hydropower plant. Water hammer exclusion of the direct impact in long pipelines and pumping stations circuits.

Language of instruction

Czech

Number of ECTS credits

5

Mode of study

Not applicable.

Guarantor

prof. Ing. Jan Šulc, CSc.

Department

Institute of Water Structures (VST)

Learning outcomes of the course unit

1. Skilled summary about the problems of water resources management and data relationship to environment.
2. Claiming the knowledge for municipal government and skilled departments of MPO, MZE, MŽP.

Prerequisites

Hydraulic, dams, hydrology, river training and weirs, hydro power utilization. Basic knowledge of statistics.

Co-requisites

Not applicable.

Planned learning activities and teaching methods

Not applicable.

Assesment methods and criteria linked to learning outcomes

Not applicable.

Course curriculum

1. The safety assessment of the water works during floods, flood waves, design discharge, control flood, calculations of the transformation, run-off control
2. Emergency spillway of dams – lateral, frontal, shaft, restrain system in front of weir
3. Designs of safety shapes of the frontal and lateral weirs, spaces of stilling basins and spillway channel
4. Designs of safety shapes of the shaft weir, the flow regimes
5. The bottom outlets, equipment, control, capacity calculating
6. Stilling basins, objects for energy dissipation
7. Pooled objects of small dam, polder dam, boulder chute
8. Outlet tunnels
9. Surge tank - solutions of the level dynamic, water hammer and its elimination
10. Behavior of the movable weir during flood, water distribution works on rivers

Work placements

Not applicable.

Aims

Methodology and solution of hydrodynamic phenomenons including their modelling

Specification of controlled education, way of implementation and compensation for absences

Extent and forms are specified by guarantor’s regulation updated for every academic year.

Recommended optional programme components

Not applicable.

Prerequisites and corequisites

Not applicable.

Basic literature

Not applicable.

Recommended reading

Not applicable.

Classification of course in study plans

  • Programme N-P-C-SI Master's

    branch V , 2 year of study, winter semester, compulsory-optional

  • Programme N-K-C-SI Master's

    branch V , 2 year of study, winter semester, compulsory-optional

  • Programme N-P-E-SI Master's

    branch V , 2 year of study, winter semester, compulsory-optional

Type of course unit

 

Lecture

26 hod., optionally

Teacher / Lecturer

prof. Ing. Jan Šulc, CSc.

Syllabus

1. The safety assessment of the water works during floods, flood waves, design discharge, control flood, calculations of the transformation, run-off control 2. Emergency spillway of dams ? lateral, frontal, shaft, restrain system in front of weir 3. Designs of safety shapes of the frontal and lateral weirs, spaces of stilling basins and spillway channel 4. Designs of safety shapes of the shaft weir, the flow regimes 5. The bottom outlets, equipment, control, capacity calculating 6. Stilling basins, objects for energy dissipation 7. Pooled objects of small dam, polder dam, boulder chute 8. Outlet tunnels 9. Surge tank - solutions of the level dynamic, water hammer and its elimination 10. Behavior of the movable weir during flood, water distribution works on rivers 11. Modern methods (UVP, PIV, pressure principle ..) used for current flow characteristics measuring on hydraulic models and for calibration and verification of numerical security objects models security

Exercise

26 hod., compulsory

Teacher / Lecturer

prof. Ing. Jan Šulc, CSc.

Syllabus

1. – 2. Weir-nape profiling for different values of pressure 3. Shaft spillway profiling, outlet tunnel designing 4. – 5. Rectangular prismatic and divergent stilling basin designing 6. - 7. Design of a combined object in small dams and polder dams 8. Hydraulic design of bottom outlet in the dam 9. – 10. Designing of the surge tank and the gate closing for the exclusion of the direct impact in the pipeline 11. Demonstration of processing and use of results obtained from measurements on physical and numerical models of security objects