Embed PE-Calc Calculators on Your Site

Free interactive engineering calculators for course pages, technical blogs, contractor reference sites, and engineering wikis. Single iframe tag, attribution required, no API key, no sign-up.

Why embed?

If you maintain a fluid mechanics course page, a stormwater reference blog, a contractor's pump-sizing post, or any other engineering resource, a static formula is a dead end. An interactive calculator lets your readers solve their actual problem on your page. PE-Calc embeds give you a working calculator in one line of HTML, no JavaScript build, no dependencies you need to maintain.

How it works

  1. Pick a calculator below.
  2. Copy the <iframe> tag.
  3. Paste into your HTML, Markdown (most renderers allow inline iframes), or CMS block.

Each embed is a standalone page (no shared header, no ads) sized for typical content widths. Default height is 480 px; tall calculators (culvert) need 600 px. Adjust height as needed for your layout.

License and attribution

Embedding is free for any non-spam use — academic course pages, engineering blogs, technical writing, internal company wikis, contractor reference sites. The embed includes a small "via PE-Calc" attribution link at the bottom that must remain visible. That's the only requirement. No payment, no sign-up, no API key.

Available calculators

Manning's Equation — Open-Channel Flow

Discharge from Manning's roughness, area, hydraulic radius, and slope. Imperial + SI.

<iframe src="https://pe-calc.com/embed/mannings.html" width="100%" height="480" frameborder="0" loading="lazy"></iframe>

Click the snippet to select all, then Cmd/Ctrl+C.

Hazen-Williams Equation — Pipe Flow

Friction head loss, velocity, and hydraulic gradient for water-distribution pipe.

<iframe src="https://pe-calc.com/embed/hazen-williams.html" width="100%" height="480" frameborder="0" loading="lazy"></iframe>

Click the snippet to select all, then Cmd/Ctrl+C.

Orifice Flow — Torricelli + Discharge Coefficient

Q = Cd·A·√(2gH). Sharp-edged, rounded, rectangular, and submerged orifice options.

<iframe src="https://pe-calc.com/embed/orifice.html" width="100%" height="500" frameborder="0" loading="lazy"></iframe>

Click the snippet to select all, then Cmd/Ctrl+C.

Sharp-Crested Rectangular Weir

Francis equation for rectangular sharp-crested weirs. Suppressed and contracted options.

<iframe src="https://pe-calc.com/embed/sharp-crested-weir.html" width="100%" height="440" frameborder="0" loading="lazy"></iframe>

Click the snippet to select all, then Cmd/Ctrl+C.

Culvert Hydraulics — FHWA HDS-5

Inlet + outlet control headwater for circular culverts. Concrete and CMP, six entrance types.

<iframe src="https://pe-calc.com/embed/culvert.html" width="100%" height="600" frameborder="0" loading="lazy"></iframe>

Click the snippet to select all, then Cmd/Ctrl+C.

Privacy

Embed pages run entirely in the visitor's browser. Inputs and computed results never leave the visitor's machine. Embed pages do not load Google AdSense; they only load KaTeX from jsDelivr CDN for formula rendering.

Need a calculator that's not listed?

The above five are the cornerstones — the most-requested embeds. The remaining 44 PE-Calc tools can be made embeddable on request. Email a request with the calculator name and your use case.

Custom or white-label embeds?

Need an embed without the PE-Calc attribution, with your own colors, or computing custom formulas? HydroComplete offers white-label calculator delivery. Reach out via email.

Monthly engineering case studies

One real stormwater or hydraulics design problem per month, with the math worked out and the gotchas called out. No tutorials, no fluff.

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