541-0119/01 – Hydraulics (HUL)
| Gurantor department | Department of Geological Engineering | Credits | 5 |
| Subject guarantor | doc. RNDr. Jan Unucka, Ph.D. | Subject version guarantor | doc. RNDr. Jan Unucka, Ph.D. |
| Study level | undergraduate or graduate | Requirement | Compulsory |
| Year | 2 | Semester | summer |
| | Study language | Czech |
| Year of introduction | 2010/2011 | Year of cancellation | 2017/2018 |
| Intended for the faculties | HGF | Intended for study types | Bachelor |
Subject aims expressed by acquired skills and competences
The course aims to familiarize students with the basic issues of peace and flowing water - hydrostatics and hydrodynamics. They discussed the core principles and mechanisms for understanding and applying this knowledge in solving complex problems and the movement of water in the landscape and urban municipalities. They discussed the basic differences in fluid přorozených watercourses and sewage networks.
Output knowledge, skills and competence:
After completing the course the student should demonstrate proficiency in terms of the computational hydraulics. Then apply the acquired knowledge in practical applications, which consist primarily of analysis of river flow for applications in the riverbed adjustment problems and their revitalization.
Teaching methods
Lectures
Tutorials
Summary
Compulsory literature:
Recommended literature:
DYHOUSE, G.R. et al. Floodplain modelling Using HEC-RAS. Watertown, Bentley Inst. Press, 2007.
MAIDMENT, D., DJOKIC, D. ED. (2000):. Hydrologic and Hydraulic Modeling Support with Geographic Information Systems. /Redlands, ESRI Press. 232 s.
Way of continuous check of knowledge in the course of semester
E-learning
Other requirements
The study of recommended literature.
Prerequisities
Subject has no prerequisities.
Co-requisities
Subject has no co-requisities.
Subject syllabus:
Introduction to hydraulics. Hydrostatics and its basic laws and equations. Hydrodynamics, the basic flow equations of ideal and real fluids. Continuity equation, Bernoulli's equation, wave approximations of the St Venant equations. Laminar and turbulent flow. Flow in open channels. Pressure flow in pipes. Drains. Hydraulic relations for filling and emptying dams. Bridges and culverts. Flow in inundation. Leaks. Hydraulics of sediment and dissolved substances. Application of hydraulics in technical and biotechnical channel adjustments. Hydraulic models and their basic principles - HEC-RAS, MIKE 11, MIKE 21c EPA SWMM.
Conditions for subject completion
Occurrence in study plans
Occurrence in special blocks
Assessment of instruction