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Bautista, Allan C Bsce-4A

This document outlines the course content and requirements for CE 414 Hydraulics. The course covers topics such as fluid properties and behavior, measurement of fluid flow, pipe flow, and open channel flow. It will include analysis of topics like velocity profiles, head losses, pipe networks, weirs, and flow in open channels. Student performance will be evaluated through exams, quizzes, problem sets, and class participation, with the final grade calculated as a combination of midterm and final exam scores.

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John Taylor Bernas
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399 views1 page

Bautista, Allan C Bsce-4A

This document outlines the course content and requirements for CE 414 Hydraulics. The course covers topics such as fluid properties and behavior, measurement of fluid flow, pipe flow, and open channel flow. It will include analysis of topics like velocity profiles, head losses, pipe networks, weirs, and flow in open channels. Student performance will be evaluated through exams, quizzes, problem sets, and class participation, with the final grade calculated as a combination of midterm and final exam scores.

Uploaded by

John Taylor Bernas
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as PDF, TXT or read online on Scribd
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BAUTISTA, Allan C 4.

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

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