CELE Hydraulics & Fluid Mechanics — Hydrostatic Pressure and Forces on SurfacesConcept Map
If you learn better by seeing ideas connected visually, this concept map of Hydrostatic Pressure and Forces on Surfaces is built for you. Every CELE Hydraulics & Fluid Mechanics question draws on these relationships, so building this map mentally is half the battle when you sit for CELE 2026.
Exam context
The Civil Engineer Licensure Examination is conducted by Professional Regulation Commission (PRC) — Board of Civil Engineering and is scheduled for May and November 2026. The Hydraulics & Fluid Mechanics subtest is marked as "Core" in the official pattern, and Hydrostatic Pressure and Forces on Surfaces appears in position 2nd of 10 in the CELE Hydraulics & Fluid Mechanics review rotation. Passing mark: 70% weighted average, no sub-test below 50%. Recent CELE 2026 papers have drawn roughly a meaningful share of questions from this subject.
Hydrostatic Pressure and Forces on Surfaces - Concept Map
Central Concept
Hydrostatic Pressure and Forces on Submerged Surfaces
Related Concepts
Concept
Pressure Variation with Depth
Sub Concepts
- Gauge pressure (p = γh)
- Absolute pressure
- Atmospheric pressure
- Pressure head
- Pascal's Law
- Fluid properties (unit weight γ)
Relationship To Central
Foundational principle that pressure increases linearly with depth; basis for all hydrostatic force calculations
Concept
Manometry
Sub Concepts
- Simple manometers
- Differential manometers
- Mercury columns
- Inclined manometers
- Gauge fluid selection
- Walking the tube method
Relationship To Central
Practical measurement technique for determining pressure differences in fluid systems; validates theoretical pressure calculations
Concept
Force on Plane Surfaces
Sub Concepts
- Total force magnitude (F = γh̄A)
- Centroid depth calculation
- Center of pressure (yₚ = ȳ + Iₘ/(ȳA))
- Moment of inertia about centroidal axis
- Vertical plane surfaces
- Inclined plane surfaces
- Surface-piercing gates
Relationship To Central
Core topic for rectangular/inclined gates and walls; determines total force magnitude and location
Concept
Force on Curved Surfaces
Sub Concepts
- Horizontal component (FH = γh̄Avert)
- Vertical component (FV = γV)
- Circular arc gates
- Radial pressure distribution
- Resultant force direction
- Center of curvature pressure path
Relationship To Central
Extension to non-planar geometries; requires component resolution for practical design
Concept
Applications in Civil Engineering
Sub Concepts
- Spillway gates
- Radial gates
- Reservoir dams
- Water tanks
- Lock gates
- Canal gates
- Check dams
- Cofferdam design
Relationship To Central
Real-world implementations requiring hydrostatic force analysis for design and safety
Concept
Design Calculations and Procedures
Sub Concepts
- Problem identification
- Free body diagram setup
- Pressure distribution sketching
- Force magnitude computation
- Center of pressure location
- Moment and stability analysis
- Factor of safety determination
Relationship To Central
Systematic approach to solving hydrostatic force problems in engineering practice
Concept Connections
To
Force on Plane Surfaces
From
Pressure Variation with Depth
Strength
strong
Relationship
Linear pressure variation (p = γh) is the foundation for calculating total force magnitude using F = γh̄A; the centroid depth h̄ replaces depth h because the pressure is not uniform across the surface
To
Manometry
From
Pressure Variation with Depth
Strength
strong
Relationship
Manometers apply the pressure-depth relationship to measure pressure differences by balancing fluid columns of known heights and specific weights
To
Center of Pressure
From
Force on Plane Surfaces
Strength
strong
Relationship
The total hydrostatic force acts not at the centroid but at the center of pressure yₚ = ȳ + Iₘ/(ȳA), which is always below the centroid due to the distribution of pressure increasing with depth
To
Force on Curved Surfaces
From
Force on Plane Surfaces
Strength
strong
Relationship
The horizontal component of force on a curved surface is calculated using the same plane surface method: FH = γh̄Avert, treating the vertical projection as a plane problem
To
Force on Curved Surfaces
From
Center of Pressure
Strength
moderate
Relationship
For curved surfaces, the center of pressure for the horizontal component is found using plane surface methods; for circular arcs, the resultant passes through the center of curvature
To
Center of Pressure
From
Moment of Inertia Calculations
Strength
strong
Relationship
The moment of inertia (Iₘ) of the surface area is essential for calculating center of pressure location; different shapes have different formulas requiring geometric knowledge
To
Engineering Applications
From
Force on Plane Surfaces
Strength
strong
Relationship
Hydrostatic force calculations on plane surfaces are directly applied to design vertical spillway gates, lock gates, dam faces, and tank walls
To
Engineering Applications
From
Force on Curved Surfaces
Strength
strong
Relationship
Curved surface analysis is applied to radial gates, Tainter gates, and cylindrical dam sections common in Philippine water resource projects
To
Pressure Variation with Depth
From
Manometry
Strength
moderate
Relationship
Manometer readings validate the theoretical pressure-depth relationship and allow field verification of pressure calculations in engineering practice
To
Force on Plane Surfaces
From
Design Process
Strength
strong
Relationship
The systematic design procedure starts with force magnitude calculation using F = γh̄A and includes determination of center of pressure for moment and stability analysis
To
Force on Curved Surfaces
From
Design Process
Strength
strong
Relationship
Design of curved gates requires component resolution into horizontal and vertical forces, followed by resultant magnitude and direction determination for structural analysis
To
Center of Pressure
From
Inclined Plane Surfaces
Strength
strong
Relationship
On inclined planes, ȳ is measured along the plane surface, h̄ = ȳ sin θ gives the vertical depth, and center of pressure is located along the plane using yₚ = ȳ + Iₘ/(ȳA)
To
Force on Curved Surfaces
From
Vertical Component of Force
Strength
strong
Relationship
The vertical component equals the weight of fluid directly above the curved surface (real or imaginary); critical for dams and gates where buoyancy effects occur
To
Force Calculations
From
Gauge Pressure
Strength
strong
Relationship
All hydrostatic force calculations use gauge pressure (pressure above atmospheric); absolute pressure is not directly used in force formulas for submerged surfaces
To
Force Magnitude
From
Centroid Calculation
Strength
strong
Relationship
The centroid location determines h̄, which directly multiplies by A to give total force; incorrect centroid location produces incorrect force magnitude
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