Course Details
Hydraulics and Hydrology (K),(V)
Academic Year 2025/26
BRB001 course is part of 1 study plan
BPC-SI / VS Summer Semester 2nd year
Course Guarantor
Institute
Language of instruction
Czech, English
Credits
4 credits
Semester
summer
Forms and criteria of assessment
course-unit credit and examination
Offered to foreign students
To offer to students of all faculties
Course on BUT site
Lecture
13 weeks, 2 hours/week, elective
Syllabus
- 1. Hydraulics, fluid properties, hydrostatic, pressure forces on plane and curved surfaces, floatation.
- 2. Hydrodynamics, continuity and momentum equation, Bernoulli equation, application of impulse theorem.
- 3. Water flow in pressure pipeline systems, laminar and turbulent flow.
- 4. Calculation of hydraulic long and short pipes and combined pipes. Inverted siphon, sucker, pump design.
- 5. Steady uniform flow with free surface in open channels.
- 6. Energetic head of profile. Critical flow. Supercritical and subcritical flow.
- 7. Overflow of water on overfalls. Orifice discharge and overfalls with reservoirs.
- 8. Hydraulic jump with bottom regime. Connection of water surface of two pools, design of rectangle stilling basin.
- 9. Hydraulic computation of typical communication objects, bridges and culverts.
- 10. Basics of groundwater flow (Darcy’s formula, filtration velocity, filtration coefficient, Dupuit theorem, groundwater flow in surrounding of a well).
- 11. Hydrology: occurrence of water and water cycle, hydrological balance, definition and characteristics of watershed, precipitation, evaporation, measurement of hydrological variables.
- 12. Surface runoff from watershed and its determination. Flow regimes in open channels. Maximum and minimum discharges, m-day and N-year discharges, winter regime, influence on runoff regime, influence of reservoirs on regulation of outflow from watershed, etc.
Exercise
13 weeks, 1 hours/week, compulsory
Syllabus
- 1.–2. Calculations of communicating vessels and pressure forces on plane and curved surfaces.
- 3.–4. Fluid flow calculations using the Bernoulli equation and the continuity equation.
- 5.–6. Calculations of steady uniform flow with free surface in open channels and critical depth calculations.
- 7.–8. Calculations of orifice discharge and overflow.
- 9.–10. Calculations of hydraulic jump and design of a rectangular stilling basin. The calculations of water flow in bridges and culverts.
- 11.–12. Basic calculations of groundwater flow – wells. Calculation of runoff from the watershed. Estimates of m-day discharges.