PG Acrylic
APPLICATION NOTE

Underwater Tunnel Acrylic Panels — Cast PMMA Segments, Geometry, Loads and Project Interfaces

Curved PMMA geometry, segment joints, thickness inputs, fabrication constraints and installation sequence for underwater tunnel projects.

PG Acrylic manufactures and supplies structural cast acrylic (PMMA) viewing panels for pools, aquariums and underwater structures — including the underwater tunnel panels this note covers. An underwater acrylic tunnel is not simply a series of curved panels. Panel geometry, hydrostatic loading, segment joints, fabrication limits, installation sequence and the civil support structure must be resolved as one system before fabrication begins. Approximate tunnel dimensions, water depth, project location and any available drawing are enough to start the quotation conversation; missing engineering details can be requested later.

Cast & formed PMMA Project-specific thickness Curved geometry Segment joint design critical Sequence governs installation
Delivered tunnels: Acuario Nautilus, Peru — total tunnel system length 29.96 m, panel thickness 80 mm; PG Acrylic supplied the aquarium tunnel acrylic panels Poland — total tunnel system length 20.4 m, panel thickness 100 mm India — walk-through acrylic tunnel See project details ↓
FROM THE FIELD

Tunnel joints need different preparation — and it matters before the panel goes in

Jointing between tunnel panels is not the same as jointing on a pool wall or a fish tank.

Before the sealant goes in, the acrylic surface needs specific preparation — the process is different from a standard installation, and if it isn't done correctly, the joint won't perform under sustained water pressure. This is one of those steps that looks minor in a specification document and becomes a site problem if it's skipped or done out of sequence.

We walk through the joint preparation requirements before fabrication is confirmed, not after the panels arrive on site.

NOT A FLAT PANEL

What changes when you go from a flat panel to a curved acrylic tunnel panel.

A flat panel is governed by a defined set of load, span, support and serviceability inputs. A tunnel adds curvature, forming limits, multiple segment joints and a sealing sequence that must be coordinated with the civil structure.

Flat panel

Defined panel inputs, one perimeter interface

Thickness governed by span, depth, support conditions and serviceability criteria. One perimeter interface to design. Installation is sequential and largely reversible if something is wrong.

Tunnel segment

Curvature, joints at every edge

Thickness governed by radius, pressure profile, arc span, joint arrangement and support conditions. A joint at every panel edge. Installation sequence is a design constraint fixed before fabrication — not a logistics choice.

The critical difference

Sequence determines sealing

In a flat panel installation, sequence is about access. In a tunnel, sequence determines whether each joint can be physically reached to be sealed. Get it wrong and panels must be removed.

Completed acrylic underwater tunnel interior — curved PMMA segment panels forming full arch enclosure, joint rings visible at crown and haunch, fish and coral visible through panels, walk-through aquarium tunnel installation
Completed walk-through tunnel — segment joint rings visible at crown and haunch; panel arc width and ring spacing determined before fabrication
GEOMETRY PARAMETERS

The inputs that govern tunnel panel thickness and forming geometry.

ParameterWhat it meansWhy it matters
Internal radiusInternal radius of the tunnel cross-sectionGoverns curvature of each segment — smaller radius limits maximum panel arc width and increases forming complexity
Water depth to crownDepth from water surface to top of the tunnel archDefines the pressure at the top of the tunnel arch — hydrostatic pressure increases toward the base, so the full pressure distribution across the section must be included in the structural review
Arc span between jointsArc length of each segment between joint centre linesShorter arc spans generally reduce bending demand but increase the number of joints — and every joint is a sealing interface that has to be detailed and executed
Design basisSafety factors and allowable stress criteria for the projectProject-specific — depending on the applicable design basis, load cases, material data, support conditions and approval requirements
Technical evaluation inputs
Tunnel geometryInternal radius and complete cross-section
Hydrostatic loadingWater depth to crown and the resulting pressure distribution over the full tunnel section
Segment geometryArc span, segment arrangement and joint locations
Support conditionsCivil ring geometry, bearing surfaces, restraint and interface tolerances
Design basisLoad cases, material data, serviceability limits, allowable criteria and approval requirements
Manufacturing reviewFinal geometry, thickness and manufacturing route after structural and fabrication review

Cast and formed PMMA tunnel segments are engineered for the project-specific geometry and thickness. The manufacturing route is determined during the final structural and fabrication review.

Large-radius acrylic underwater tunnel completed — wide-span curved PMMA panels with visitors for scale, showing internal radius and arch geometry, aquarium walk-through tunnel
READING THE NUMBERS

Reading tunnel dimensions and water depth correctly

Part of any tunnel review is recording what each figure actually means. Total system length, tunnel path length, developed arc length, architectural opening, visible span, single-panel dimension and panel thickness are different quantities, and drawings and reference lists often mix them. A system length must not be read as a single-panel dimension — a total formed by several bonded segments says nothing about the size of any one panel.

Water depth is the first number a tunnel review asks for, because it sets the pressure load. It is also the number most often used on its own. Depth alone does not determine panel thickness, and it does not determine geometry, support or joint design. Two tunnels at the same depth can require different panels because their radius, arc spans, segmentation and boundary conditions differ.

For that reason this page publishes no universal thickness rule. The final figure comes from the project-specific structural and fabrication review, and a thickness taken from another project is a starting question rather than an answer.

JOINT DESIGN

Every joint is a sealing interface that must be resolved before installation.

In a flat panel installation, there is typically one perimeter seal to design. In a tunnel, there is a joint at every segment edge — and where curved side panels meet a flat base or floor slab, on the cross-sections that use one, the transition geometry needs a dedicated joint detail.

Rebate geometry at each joint

  • Rebate depth and width at each joint line
  • Panel edge clearance and spring-back allowance from forming
  • Rebate in the civil ring — must be cast to acrylic panel tolerance

Compression seal continuity

  • Seal type and compression across the arc
  • Corner seal continuity at panel transitions — crown, haunch, and base
  • Access for seal replacement after flooding — not guaranteed once assembled

Base corner — a transition joint to resolve early

  • Where curved side panels meet a flat base or floor slab, the geometry changes at the transition
  • Usually needs a dedicated transition detail rather than a standard rebate and seal
  • Difficult and expensive to correct once panels are fabricated, so the detail is resolved on paper first
INSTALLATION SEQUENCE

Installation sequence must be fixed before fabrication

Each panel must be placed in a specific order so that the joint to the previous panel can be sealed before the next panel closes access. This sequence must be confirmed before fabrication — not worked out by the installer on site.

Correct approach

Sequence confirmed in the fabrication package

Installation sequence is documented and approved before panels are fabricated. Panel numbering, delivery order, and joint sealing access are all confirmed. The installer follows a defined sequence — no improvisation required on site.

What happens otherwise

Sequence resolved on site

Installer places panels in a logical order that is not the sealing order. A joint becomes inaccessible before it is sealed. The blocking panel must be removed — the sealant joint is damaged in removal, or the panel is. Rework at the installation stage is costly and can delay the project.

Small-radius acrylic underwater tunnel completed — tight curved PMMA segments with narrow arc span, base corner transition where curved side panels meet flat floor visible, compact walk-through aquarium tunnel
Small-radius tunnel — tighter curvature increases segment count and forming tolerance demands; base corner detail must be resolved before fabrication
CIVIL COORDINATION

Three parties who must be in the same design conversation before fabrication begins.

Acrylic fabricator

Provides panel dimensions, forming radius tolerance, edge rebate requirements, and installation sequence. Must know structural ring geometry before machining begins — the panels are machined to fit the ring, not the ring built to fit whatever arrives.

Civil / structural engineer

Designs the bearing ring that supports the panels. Ring geometry and surface tolerance must accommodate acrylic panel edges and rebate. Ring construction precedes panel installation — errors in the ring can be difficult and costly to correct after casting.

Installation contractor

Executes the confirmed installation sequence. Must have panel delivery schedule, lifting plan, and joint sealing access confirmed before work begins. Once panels have been fabricated to a fixed sequence, changes decided on site are difficult to absorb.

The coordination risk: All three parties need design information from each other before they can finalise their own scope. The earliest this three-way alignment happens, the fewer constraints carry through to site. The latest it can happen is before civil ring construction begins — not before installation begins.
INTERFACES & TOLERANCES

Acrylic-to-civil interfaces and cumulative tolerance

The panels are fabricated to precise dimensions; the structure they land in is built by other trades to other tolerances. Those interfaces carry a large share of the coordination work on a tunnel project.

  • Acrylic to concrete or steel. The recess, ring or frame the panel lands in is built by another trade, to that trade's tolerances. Which party owns the difference should be written into the scope, not discovered on site.
  • Setting blocks and bedding. Panels bear on defined points or on continuous bedding — grout, neoprene or an engineered setting detail — and the bedding actually used must match what the structural review assumed.
  • Waterproofing and sealant. The waterproofing line and the sealant joints around the acrylic are designed together. Where silicone is used, a structural joint and an architectural weather seal are different things and should be identified separately in the documentation.
  • Cumulative tolerance. Allowances in the civil works, the frame, the bedding and the panel accumulate. Tolerances that are each acceptable on their own can stack into an interface the sealant detail was never designed to absorb, so the stack-up is checked on paper before fabrication.

Related: common acrylic panel problems — decided before fabrication →

FREQUENTLY ASKED

Underwater tunnel — questions that come up on every project

How thick are acrylic underwater tunnel panels?

Tunnel panel thickness is determined project by project from the tunnel radius, water depth to crown, pressure distribution, arc span, segment and joint arrangement, support conditions, load cases and applicable design criteria. Curved geometry can improve structural efficiency compared with a flat panel, depending on restraint, segmentation, support conditions and load distribution — any thickness effect must be confirmed by project-specific structural analysis. Final thickness requires project-specific structural and fabrication review.

Why is an underwater tunnel more complex than a flat viewing panel?

A tunnel adds curvature and forming limits, multiple segment joints, sealing access constraints, civil coordination and a fixed installation sequence. Each panel must be placed so that the joint to the previous panel can be sealed before the next panel blocks access to that joint — so the sequence must be confirmed before fabrication, not worked out on site.

Why must the installation sequence be confirmed before fabrication?

Each panel must be placed in a specific order so that the joint to the previous panel can be sealed before the next panel closes access. If a joint becomes inaccessible, the blocking panel must be removed to complete sealing — removal risks damage to the sealant or the panel itself. Installation sequence is a design and constructability decision that must be fixed before fabrication because it determines whether each joint can be accessed and sealed.

How many segments does an acrylic underwater tunnel typically have?

Segment count is determined project by project from the tunnel diameter, forming limits, arc span, joint arrangement and sealing access. Not every tunnel uses the same cross-section or a flat acrylic base panel.

When is a tunnel project ready for technical evaluation?

When the tunnel cross-section, internal radius, water depth to crown, indicative joint and segment arrangement, and civil support conditions are confirmed. A cross-section drawing — even at sketch level — is the single most useful input for technical evaluation of a tunnel project.

Can a panel thickness from another tunnel project be reused?

No. Thickness follows from radius, arc span, segmentation, support conditions and water depth acting together, so two tunnels at the same depth can need different panels. A completed project shows that comparable work has been reviewed, fabricated and delivered; it does not establish a thickness for a different geometry. Another project's figure is a starting question, not an answer.

INSTALLED PROJECTS

Three tunnel configurations that require different engineering decisions

Each tunnel configuration presents a different geometry challenge — and each requires a separate engineering resolution before fabrication begins.

PG Acrylic has supplied acrylic tunnel panels for completed projects in several countries. Three short references:

  • Acuario Nautilus, Peru — walk-through underwater tunnel in curved cast-PMMA segments; total tunnel system length 29.96 m, panel thickness 80 mm. PG Acrylic supplied the acrylic tunnel panels. Read the project reference →
  • Underwater tunnel system, Poland — total tunnel system length 20.4 m; panel thickness 100 mm. The 20.4 m figure describes the complete tunnel system, not a single-panel dimension.
  • Walk-through tunnel, India — panel specifications available on request.

Read references for what they do establish: that comparable work has been reviewed, fabricated and delivered. A length or thickness from one project does not carry across to a different geometry, and a system total never describes a single panel.

The images below illustrate different completed tunnel geometries. They are not presented as the three named project references listed above.

Completed acrylic underwater tunnel showing curved PMMA segment joints — ring frame visible at crown and haunch, full enclosure walk-through tunnel with fish above, aquarium installation
Segment joints

Full-enclosure walk-through tunnel — joint ring spacing as the structural variable

A fully enclosed tunnel has a joint at every segment edge around the entire cross-section. Spacing between joint rings determines arc span — and arc span is one of the inputs that governs panel thickness. Closer rings generally reduce bending demand but multiply the number of joints that must be sealed. The ring spacing decision is made before fabrication, not on site.

Full enclosure Ring joint design Arc span critical
Large-span acrylic underwater tunnel completed — wide internal radius walk-through tunnel with visitors, curved PMMA panels spanning full arch, natural light aquarium installation
Large radius

Large-radius tunnel — panel arc width and forming geometry at scale

A larger internal radius increases the arc width of each segment and requires a larger forming radius in fabrication. Maximum panel arc width is constrained by the casting and forming process — not by the project specification. For large-radius tunnels, segment count per ring cross-section is normally governed by this fabrication limit rather than by preference. The forming geometry must be confirmed before the panel schedule is drawn up.

Large radius Forming geometry Arc width limit
Small-radius acrylic underwater tunnel completed — tight curved PMMA segments with narrow arc span, compact walk-through tunnel with fish and coral, aquarium installation
Small radius

Small-radius tunnel — tight curvature, forming precision, and base corner geometry

A smaller internal radius reduces the maximum arc width achievable per panel and increases the number of segments required around the cross-section. Tighter curvature also increases forming complexity and tolerance demands — spring-back behaviour at the panel edge affects rebate fit at every joint. Where curved side panels meet a flat base or floor slab, the transition geometry usually needs a dedicated detail rather than a standard rebate and seal.

Small radius Forming tolerance Base corner detail

Which configuration applies to your project? Internal radius, water depth to crown, and indicative tunnel length are the three inputs that determine which geometry constraints apply — and what needs to be resolved before fabrication can begin.

View all installed projects →
CERTIFICATIONS & TEST REPORTS

Material and quality documentation for cast PMMA used in tunnel projects.

Tunnel projects involve multiple engineering parties. The following test reports and certificates are available for download to support your procurement and review process.

🏅

TÜV AUSTRIA SASO

Download certificate ↓
🔬

SGS Material Test

Download report ↓
📐

ASTM Test Report

Download report ↓

Bureau Veritas Inspection

Download report ↓
View all certifications →
OTHER APPLICATION NOTES

Related notes

Application note

Pool Viewing Wall

The engineering discipline behind the feature wall — span, interface, and what the design drawings need to show.

Read note →
Application note

Aquarium Viewing Panel

Thickness is only part of it — how the panel sits in the frame belongs in the same review.

Read note →
Application note

Oceanarium Panel

At this scale, the review package is as important as the panel itself.

Read note →
Application note

Thick PMMA Panel

Water depth sets the load; span and support decide what the panel has to carry. The methodology behind every application type.

Read note →
Coral & reef supply

Artificial Coral & Reef Supply

Custom artificial coral and reef structures for aquarium and marine attraction projects — coordinated with the panel installation schedule.

Coral & Reef Supply →
Need a quote for your tunnel project? Share the tunnel dimensions, water-depth information and project location you have now. Drawings can be sketch-level; PG can ask for missing details during quotation.
Request a Quote
TYPICAL SPECIFICATION

Specification approach and what we need from you.

Thickness

Project-specific

Cast and formed PMMA tunnel segments are engineered for the project-specific geometry and thickness. The manufacturing route is determined during the final structural and fabrication review.

Formed to radiusCurved PMMAOutdoor gradeUV resistantPolished edge

What to send us

Tunnel panels require three inputs that flat panels don't need: radius, total length, and the distance from tunnel crown to water surface. Without these, segment geometry and thickness cannot be calculated.

  • Tunnel internal radius
  • Total tunnel length
  • Distance from tunnel crown to water surface
  • Segment joint type and spacing
  • Civil structure drawings if available
If the design is not that far along: an approximate tunnel length and cross-section plus an intended water depth are enough to start. Sketch-level drawings sharpen the review but are not a precondition for it. Approximate values give direction; the confirmed inputs above are what the project-specific evaluation works from.
NEXT STEP

Need a quote for your tunnel project?

Send your approximate tunnel dimensions, water depth, project location, and any drawing you have. If more information is needed, we'll ask.

Request a Quote