BAUTISTA, Allan C BSCE-4A
COURSE NO. : COURSE TITLE: PRE-REQUISITE: INSTRUCTION:
CE 414 HYDRAULICS CE 323 ENGR. IRENE R. ROQUE, R. CE
[email protected]
G.
COURSE OUTLINE: I. II. A.
INTRODUCTION RELATIVE EQUILIBRIUM OF FLUIDS RECTILINEAR ACCELERATION HORIZONTAL MOTION VERTICAL MOTION INCLINED MOTION ROTATION OF LIQUID MASS FUNDAMENTALS OF FLUID FLOWS PATH LINES, STREAMLINES, STREAM TUBES LAMINAR AND TURBULENT FLOWS DISCHARGE STEADY, UNIFORM AND CONTINUOUS FLOWS ENERGY HEAD POWER FRICTION FLOWS
B. III. A. B. C. D. E. F. G. H. IV. A. B. C. D. E.
F.
BERNOULLI’S ENERGY THEOREM THEOREM
FLUID FLOW MEASUREMENT VENTURIMETER NOZZLE PITOT TUBE ORIFICE WEIRS 1. RECTANGULAR WEIR 2. CONTRACTED WEIR 3. TRIANGULAR WEIR 4. TRAPEZOIDAL WEIR 5. SUTTRO OR PROPORTIONAL WEIR FLUID FLOW IN PIPES 1. LAMINAR AND TURBULENT FLOW REYNOLD’S NUMBER 2. 3. VELOCITY DISTRIBUTION
V.
4. SHEARING STRESS 5. VELOCITY SHEAR 6. HEAD LOSSES 7. PIPE DISCHARGING IN RESERVIOR 8. PIPE CONNECTING RESERVIOR 9. PIPE IN SERIES 10. PIPE IN PARALLEL OPEN CHANNEL 1. CHEZY’S FORMULA 2. MANNING’S FORMULA 3. UNIFORM FLOW 4. BOUNDARY SHEAR STRESS, HEAD LOSS, NORMAL DEPTH 5. SPECIFIC ENERGY 6. MOST EFFICIENT SECTION 7. VELOCITY DISTRIBUTION IN AN OPEN CHANNEL 8. ALTERNATING STAGE OF FLOW 9. FROUNDE NUMBER 10. CRITICAL DEPTH 11. NON-UNIFORM FLOW 12. HYDRAULIC JUMP 13. HEADLOSS IN JUMP 14. FLOW AROUN CHANNEL BENDS HYDRODYNAMIC FORCES SUGGESTED REFERENCES: 1. HYDRAULICS BY KING,WISLER, KING,WISLER, AND WOODBORN 2. HYDRAULICS BY DELA FUENTE, DELA DELA ROSA, AND TEMPLO 3. CIVIL ENGINEERING HYDRAULICS BY FEATHERSTONE, FEATHERSTONE, AND NALLUR 4. FLUID MECHANICS AND HYDRAULICS BY GILLESANIA 5. FLUID MECHANIC AND HYDRAULICS BY GILLES, EVETT AND LIU 6. HYDRAULIC ENGINEERING BY ROBERSON, CASSIDY AND CHAUDHRY COURSE REQUIRMENT/GRADING SYSTEM:
ENPERIODIC EXAMS QUIZZES PROBLEM SETS/LAB SETS/LAB PLATES PLATES SEATWORK/BOARDWORK SEATWORK/BOARDWORK ATTENDANCE
- 30 - 30 - 15 - 15 - 10
FINAL GRADE = MID TERM (40 %) + FINAL TERM (60%)
