CELE Hydraulics & Fluid Mechanics — Flow in PipesSlides
Revision slides for CELE Hydraulics & Fluid Mechanics — Flow in Pipes. Structured for quick scanning, with one idea per slide and the key formulas called out clearly. Good for the final week before the CELE 2026 when you want to refresh the whole chapter in under an hour.
Exam context
For the Civil Engineer Licensure Examination, Professional Regulation Commission (PRC) — Board of Civil Engineering tests Hydraulics & Fluid Mechanics under a "Core" label, with Flow in Pipes in the 6th slot across 10 chapters. CELE candidates must clear the 70% weighted average, no sub-test below 50% cut on the 2026 paper, which draws about a meaningful share of Hydraulics & Fluid Mechanics questions. Date to watch: May and November 2026.
Flow in Pipes - Slides
Slides
Chapter Overview: Flow in Pipes
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S1
Reynolds Number and Flow Regime Classification
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S2
Worked Example 1: Reynolds Number and Flow Regime
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S3
Major Loss: Darcy-Weisbach Equation
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S4
Worked Example 2: Friction Head Loss Calculation
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S5
Minor Losses: Fittings, Bends, and Transitions
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S6
Worked Example 3: Total Minor Loss in a Piping System
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S7
Manning Equation for Pipe Flow (Alternative Formula)
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S8
Hazen-Williams Equation for Water Distribution
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S9
Series Piping: Same Discharge, Head Losses Add
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S10
Worked Example 4: Series Pipe System Analysis
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S11
Parallel Piping: Same Head Loss, Discharges Add
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S12
Worked Example 5: Parallel Pipe System Analysis
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S13
Network Analysis: Hardy Cross Method Overview
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S14
Sudden Expansion and Contraction Losses
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S15
Worked Example 6: Sudden Expansion Loss
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S16
Moody Chart and Friction Factor Selection
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S17
Pipe Sizing Design: Balancing Economics and Hydraulics
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S18
Common Exam Pitfalls and Troubleshooting
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S19
Summary: Key Formulas and When to Use Them
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S20
Practice Problems and PRC Exam-Style Questions
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S21
Real-World Applications in Philippine Hydraulic Design
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S22
Chapter Review: Learning Objectives Achieved
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S23
References and Further Reading
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S24
Stored In
chapter_slides
Slide Count
24
Summary Only
true
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