Grade (slope)
Template:Short description Template:About Template:Use dmy dates

Δh = rise
l = slope length
α = angle of inclination
The grade (US) or gradient (UK) (also called slope, incline, mainfall, pitch or rise) of a physical feature, landform or constructed line is either the elevation angle of that surface to the horizontal or its tangent. It is a special case of the slope, where zero indicates horizontality. A larger number indicates higher or steeper degree of "tilt". Often slope is calculated as a ratio of "rise" to "run", or as a fraction ("rise over run") in which run is the horizontal distance (not the distance along the slope) and rise is the vertical distance.
Slopes of existing physical features such as canyons and hillsides, stream and river banks, and beds are often described as grades, but typically the word "grade" is used for human-made surfaces such as roads, landscape grading, roof pitches, railroads, aqueducts, and pedestrian or bicycle routes. The grade may refer to the longitudinal slope or the perpendicular cross slope.
Nomenclature

There are several ways to express slope:
- as an angle of inclination to the horizontal. (This is the angle Template:Mvar opposite the "rise" side of a triangle with a right angle between vertical rise and horizontal run.)
- as a percentage, the formula for which is <math> 100 \times \frac{\text{rise}}{\text{run}}</math>, which is equivalent to the tangent of the angle of inclination times 100. At a slope angle of 45 degrees, the run is equal to the rise. Expressed as a percentage, the slope of this angle is 100 percent. As the slope approaches 90 degrees (vertical), the percentage slope approaches infinity.<ref>Template:Cite web</ref> In Europe and the U.S. percentage grade is the most commonly used figure for describing slopes.
- as a ‰ figure (denoted with the symbol Template:Char), the formula for which is <math>1000 \times \frac{\text{rise}}{\text{run}}</math>, which could also be expressed as the tangent of the angle of inclination times 1000. This is commonly used in Europe to denote the incline of a railway. It is sometimes written using mm/m or m/km instead of the ‰ symbol.<ref>Template:Cite web </ref><ref>Template:Cite web</ref>
- as a ratio of one part rise to so many parts run. For example, a slope that has a rise of 5 feet for every 1000 feet of run would have a slope ratio of 1 in 200. (The word in is normally used rather than the mathematical ratio notation of e.g. 1:200.) This is generally the method used to describe railway grades in Australia and the UK. It is used for roads in Hong Kong, and was used for roads in the UK until the 1970s.
- as a ratio of many parts run to one part rise, which is the inverse of the previous expression (depending on the country and the industry standards). For example, a slope expressed as 4:1 in this system means for a given vertical distance the horizontal distance travelled is four times as long.<ref>Template:Cite book</ref>
Any of these may be used. When the term grade is used, the slope is usually expressed as a percentage. If one looks at red numbers on the chart specifying grade, one can see the quirkiness of using the grade to specify slope; the numbers go from 0 for flat, to 100% at 45 degrees, to infinity at vertical.
Slope may still be expressed when the horizontal run is not known: the rise can be divided by the hypotenuse (the slope length). This is not the usual way to specify slope; this nonstandard expression follows the sine function rather than the tangent function, so it calls a 45 degree slope a 71 percent grade instead of a 100 percent. But in practice the usual way to calculate slope is to measure the distance along the slope and the vertical rise, and calculate the horizontal run from that, in order to calculate the grade (100% × rise/run) or standard slope (rise/run). When the angle of inclination is small, using the slope length rather than the horizontal displacement (i.e., using the sine of the angle rather than the tangent) makes only an insignificant difference and can then be used as an approximation. Railway gradients are often expressed in terms of the rise in relation to the distance along the track as a practical measure. In cases where the difference between sin and tan is significant, the tangent is used. In either case, the following identity holds for all inclinations up to 90 degrees: <math>\tan{\alpha} = \frac{\sin{\alpha}}{\sqrt{1-\sin^2{\alpha}}}</math>. Or more simply, one can calculate the horizontal run by using the Pythagorean theorem, after which it is trivial to calculate the (standard math) slope or the grade (percentage).
In Europe, road gradients are expressed in signage as percentage.<ref>Template:Cite web</ref>
Equations
Grades are related using the following equations with symbols from the figure at top.
Tangent as a ratio
- <math>\tan{\alpha} = \frac{\Delta h}{d}</math>
The slope expressed as a percentage can similarly be determined from the tangent of the angle:
- <math>\%\,\text{slope} = 100 \tan{\alpha}</math>
Angle from a tangent gradient
- <math>\alpha = \arctan{\frac{\Delta h}{d}}</math>
If the tangent is expressed as a percentage, the angle can be determined as:
- <math>\alpha = \arctan{\frac{\%\,\text{slope}}{100}}</math>
If the angle is expressed as a ratio (1 in n) then:
- <math>\alpha = \arctan{\frac{1}{n}}</math>
Example slopes comparing the notations
For degrees, percentage (%) and per-mille (‰) notations, larger numbers are steeper slopes. For ratios, larger numbers n of 1 in n are shallower, easier slopes.
The examples show round numbers in one or more of the notations and some documented and reasonably well known instances.
| Degrees | Percentage (%) | Permillage (‰) | Ratio | Remarks |
|---|---|---|---|---|
| 60° | 173% | 1732‰ | 1 in 0.58 | |
| 47.7° | 110% | 1100‰ | 1 in 0.91 | Stoosbahn (funicular railway) |
| 45° | 100% | 1000‰ | 1 in 1 | |
| 35° | 70% | 700‰ | 1 in 1.428 | |
| 30.1° | 58% | 580‰ | 1 in 1.724 | Lynton and Lynmouth Cliff Railway (funicular railway) |
| 30° | 58% | 577‰ | 1 in 1.73 | |
| 25.5° | 47% | 476‰ | 1 in 2.1 | Pilatus Railway (steepest rack railway) |
| 20.3° | 37% | 370‰ | 1 in 2.70 | Mount Washington Cog Railway (maximum grade) |
| 20° | 36% | 363‰ | 1 in 2.75 | |
| 18.4° | 33% | 333‰ | 1 in 3 | |
| 16.9° | 30% | 300‰ | 1 in 3.3 | Extremely steep road |
| 14.0° | 25% | 250‰ | 1 in 4 | Very steep road. Mount Washington Cog Railway (average grade) |
| 11.3° | 20% | 200‰ | 1 in 5 | Steep road |
| 8.13° | 14.2% | 142‰ | 1 in 7 | |
| 7.12° | 12.5% | 125‰ | 1 in 8 | Cable incline on the Cromford and High Peak Railway |
| 5.71° | 10% | 100‰ | 1 in 10 | Steep road |
| 4.0° | 7% | 70‰ | 1 in 14.3 | |
| 3.37° | 5.9% | 59‰ | 1 in 17 | Swannington incline on the Leicester and Swannington Railway |
| 2.86° | 5% | 50‰ | 1 in 20 | Matheran Hill Railway. The incline from the Crawlerway at the Kennedy Space Center to the launch pads.<ref name="NASAsci">Template:Cite web</ref><ref name="facts-transp">Template:Cite web</ref> |
| 2.29° | 4% | 40‰ | 1 in 25 | Cologne–Frankfurt high-speed rail line |
| 2.0° | 3.5% | 35‰ | 1 in 28.57 | LGV Sud-Est, LGV Est, LGV Méditerranée |
| 1.97° | 3.4% | 34‰ | 1 in 29 | Bagworth incline on the Leicester and Swannington Railway |
| 1.89° | 3.3% | 33‰ | 1 in 30.3 | Rampe de Capvern on the Template:Ill |
| 1.52° | 2.65% | 26.5‰ | 1 in 37.7 | Lickey Incline |
| 1.43° | 2.5% | 25‰ | 1 in 40 | LGV Atlantique, LGV Nord. The Schiefe Ebene. |
| 1.146° | 2% | 20‰ | 1 in 50 | Railway near Jílové u Prahy. Devonshire Tunnel |
| 0.819° | 1.43% | 14.3‰ | 1 in 70 | Waverley Route |
| 0.716° | 1.25% | 12.5‰ | 1 in 80 | Ruling grade of a secondary main line. Wellington Bank, Somerset |
| 0.637° | 1.11% | 11.11‰ | 1 in 90 | Dove Holes Tunnel |
| 0.573° | 1% | 10‰ | 1 in 100 | The long drag on the Settle & Carlisle line |
| 0.458° | 0.8% | 8‰ | 1 in 125 | Rampe de Guillerval |
| 0.2865° | 0.5% | 5‰ | 1 in 200 | Template:Ill, except for the rampe de Guillerval |
| 0.1719° | 0.3% | 3‰ | 1 in 333 | |
| 0.1146° | 0.2% | 2‰ | 1 in 500 | |
| 0.0868° | 0.1515% | 1.515‰ | 1 in 660 | Brunel's Billiard TableTemplate:DashDidcot to Swindon |
| 0.0434° | 0.07575% | 0.7575‰ | 1 in 1320 | Brunel's Billiard TableTemplate:DashPaddington to Didcot |
| 0° | 0% | 0‰ | 1 in ∞ (infinity) | Flat |
Roads
In vehicular engineering, various land-based designs (automobiles, sport utility vehicles, trucks, trains, etc.) are rated for their ability to ascend terrain. Trains typically rate much lower than automobiles. The highest grade a vehicle can ascend while maintaining a particular speed is sometimes termed that vehicle's "gradeability" (or, less often, "grade ability"). The lateral slopes of a highway geometry are sometimes called fills or cuts where these techniques have been used to create them.
In the United States, the maximum grade for federally funded highways is specified in a design table based on terrain and design speeds,<ref name="AASHTO Geometry">Template:Cite book</ref> with up to 6% generally allowed in mountainous areas and hilly urban areas with exceptions for up to 7% grades on mountainous roads with speed limits below Template:Convert.
The steepest roads in the world according to the Guinness Book of World Records are Baldwin Street in Dunedin, New Zealand, Ffordd Pen Llech in Harlech, Wales<ref>Template:Cite web</ref> and Canton Avenue in Pittsburgh, Pennsylvania.<ref>Template:Cite news</ref> The Guinness World Record once again lists Baldwin Street as the steepest street in the world, with a 34.8% grade (1 in 2.87) after a successful appeal<ref>Template:Cite web</ref> against the ruling that handed the title, briefly, to Ffordd Pen Llech.
A number of streets elsewhere have steeper grades than those listed in the Guinness Book. Drawing on the U.S. National Elevation Dataset, 7x7 (magazine) identified ten blocks of public streets in San Francisco open to vehicular traffic in the city with grades over 30 percent. The steepest, at 41 percent, is the block of Bradford Street above Tompkins Avenue in the Bernal Heights neighborhood.<ref>Template:Cite news</ref> The San Francisco Municipal Railway operates bus service among the city's hills. The steepest grade for bus operations is 23.1% by the 67 Bernal Heights on Alabama Street between Ripley and Esmeralda Streets.<ref name=Muni/>
Likewise, the Pittsburgh Department of Engineering and Construction recorded a grade of 37% (20°) for Canton Avenue.<ref>Template:Cite news</ref> The street has formed part of a bicycle race since 1983.<ref>Template:Cite magazine</ref>
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10% slope warning sign, Netherlands
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7% descent warning sign, Finland
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25% ascent warning sign, Wales
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A trolleybus climbing an 18% grade in Seattle
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Ascent of German Bundesstraße 10
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A car standing on Baldwin Street, Dunedin, New Zealand
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Looking down Canton Avenue, Pittsburgh, Pennsylvania
Environmental design
Grade, pitch, and slope are important components in landscape design, garden design, landscape architecture, and architecture for engineering and aesthetic design factors. Drainage, slope stability, circulation of people and vehicles, complying with building codes, and design integration are all aspects of slope considerations in environmental design.
Railways
Ruling gradients limit the load that a locomotive can haul, including the weight of the locomotive itself. Pulling a heavily loaded train at 20 km/h may require ten times the force climbing a 1% slope than on level track.
Early railways in the United Kingdom were laid out with very gentle gradients, such as 0.07575% (1 in 1320) and 0.1515% (1 in 660) on the Great Western main line, nicknamed Brunel's Billiard Table, because the early locomotives (and their brakes) were feeble. Steep gradients were concentrated in short sections of lines where it was convenient to employ assistant engines or cable haulage, such as the Template:Convert section from Euston to Camden Town.
Extremely steep gradients require mechanical assistance. Cable systems are used in cases like the Scenic Railway at Katoomba Scenic World in Australia, which reaches a maximum grade of 122% (52°) and is claimed to be the world's steepest passenger-carrying funicular.<ref>Template:Cite news</ref> For somewhat gentler inclines, rack railways are employed, such as the Pilatus Railway in Switzerland, which has a maximum grade of 48% (26°) and is considered the steepest rack railway.<ref>Template:Cite news</ref>
Gradients can be expressed as an angle, as feet per mile, feet per chain, 1 in Template:Mvar, Template:Mvar% or Template:Mvar per mille. Since designers like round figures, the method of expression can affect the gradients selected.Template:Citation needed
The steepest railway lines that do not use rack systems include:
- 13.5% (1 in 7.40)Template:DashLisbon tram, Portugal
- 11.6% (1 in 8.62)Template:DashPöstlingbergbahn, Linz, Austria<ref name=2009brochure>Template:Cite web</ref>
- 11.0% (1 in 9.09)Template:DashCass Scenic Railway, US (former logging line)
- 9.0% (1 in 11.11)Template:DashLigne de Saint Gervais – Vallorcine, France
- 9.0% (1 in 11.11)Template:DashMuni Metro J Church, San Francisco, US<ref name=Muni>Template:Cite web</ref>
- 8.8% (1 in 11.4)Template:DashIași tram, Romania<ref name="Iasi">Template:Cite web</ref>
- 8.65% (1 in 11.95)Template:DashPortland Streetcar, Oregon, US<ref>Template:Cite press release</ref>
- 8.33%(1 in 12)Template:DashNilgiri Mountain Railway Tamil Nadu, India
- 8.0% (1 in 12.5)Template:DashJust outside the Tombstone Jct. Station in the Tombstone Junction Theme Park, Kentucky, US. The railroad line there had a ruling grade of 6% (1 in 16.7).
- 7.85% (1 in 12.7)Template:DashNear Washington Street station on the Green Line B branch, Boston, Massachusetts, US.<ref>Template:Cite book</ref>
- 7.1% (1 in 14.08)Template:DashErzberg Railway, Austria
- 7.0% (1 in 14.28)Template:DashBernina Railway, Switzerland
- 6.0% (1 in 16.7)Template:DashArica, Chile to La Paz, Bolivia
- 6.0% (1 in 16.6)Template:DashDocklands Light Railway, London, UK
- 6.0% (1 in 16.6)Template:DashFerrovia Centrale Umbra, Italy<ref name="cifi18">Template:Cite web</ref>
- 6.0% (1 in 16.6)Template:DashLink light rail, Seattle, U.S.
- 5.89% (1 in 16.97)Template:DashMadison, Indiana, US<ref>Template:Cite web</ref>
- 5.6% (1 in 18)Template:DashFlåm Line, Norway
- 5.3% (1 in 19)Template:DashFoxfield Railway, Staffordshire, UK
- 5.1% (1 in 19.6)Template:DashSaluda Grade, North Carolina, US
- 5.0% (1 in 20)Template:DashKhyber Pass Railway, Pakistan
- 4.5% (1 in 22.2)Template:DashThe Canadian Pacific Railway's Big Hill, British Columbia, Canada (prior to the construction of the Spiral Tunnels)
- 4.3% (1 in 23)Template:DashColwall Old Tunnel, Malvern Hills, UK<ref name = "Colwall">Template:Cite web</ref>
- 4.0% (1 in 25)Template:DashCologne-Frankfurt high-speed rail line, Germany
- 4.0% (1 in 25)Template:DashBolan Pass Railway, Pakistan
- 4.0% (1 in 25)Template:Dash(Template:Convert per Template:Convert )Template:DashTarana – Oberon branch, New South Wales, Australia.
- 4.0% (1 in 25)Template:DashMatheran Light Railway, India<ref>Template:Cite web</ref>
- 4.0% (1 in 26)Template:DashRewanui Incline, New Zealand. Fitted with Fell center rail but was not used for motive power, but only braking
- 3.6% (1 in 27)Template:DashEcclesbourne Valley Railway, Heritage Line, Wirksworth, Derbyshire, UK
- 3.6% (1 in 28)Template:DashThe Westmere Bank, New Zealand has a ruling gradient of 1 in 35, however peaks at 1 in 28
- 3.33% (1 in 30)Template:DashUmgeni Steam Railway, South Africa<ref>Template:Cite web</ref>
- 3.0% (1 in 33)Template:Dashseveral sections of the Main Western line between Valley Heights and Katoomba in the Blue Mountains Australia.<ref>Valley Heights railway station</ref>
- 3.0% (1 in 33)Template:DashThe entire Newmarket Line in central Auckland, New Zealand
- 3.0% (1 in 33)Template:DashOtira Tunnel, New Zealand, which is equipped with extraction fans to reduce chance of overheating and low visibility
- 3.0% (1 in 33)Template:DashThe approaches to the George L. Anderson Memorial Bridge crossing the Neponset River, Boston, Massachusetts, US. The Ruling Gradient of the Braintree Branch of the Red Line (MBTA).<ref>Template:Cite web</ref>
- 2.7% (1 in 37)Template:DashBraganza Ghats, Bhor Ghat and Thull ghat sections in Indian Railways, India
- 2.7% (1 in 37)Template:DashExeter Central to Exeter St Davids, UK (see Exeter Central railway station#Description)
- 2.7% (1 in 37)Template:DashPicton- Elevation, New Zealand
- 2.65% (1 in 37.7)Template:DashLickey Incline, UK
- 2.6% (1 in 38)Template:DashA slope near Halden on Østfold Line, NorwayTemplate:DashOk for passenger multiple units, but an obstacle for freight trains which must keep their weight down on this international mainline because of the slope. Freight traffic has mainly shifted to road.
- 2.3% (1 in 43.5)Template:DashSchiefe Ebene, Germany
- 2.2% (1 in 45.5)Template:DashThe Canadian Pacific Railway's Big Hill, British Columbia, Canada (after the construction of the Spiral Tunnels)
- 2.0% (1 in 48)Template:DashBeasdale Bank (West Coast Scotland mainline), UK
- 2.0% (1 in 50)Template:DashNumerous locations on New Zealand's railway network, New Zealand
- 1.66% (1 in 60)Template:DashSection of track on the Dublin-Cork line between mile posts 164 and 162.<ref>Template:Cite web</ref>
- 1.51% (1 in 66)Template:Dash(Template:Convert per Template:Convert) New South Wales Government Railways, Australia, part of Main South line.
- 1.25% (1 in 80)Template:DashWellington Bank, Somerset, UK
- 1.25% (1 in 80)Template:DashRudgwick, UK (West Sussex) platform before regradingTemplate:Dashtoo steep if a train is not provided with continuous brakes.
- 0.77% (1 in 130)Template:DashRudgwick, UK platform after regradingTemplate:Dashnot too steep if a train is not provided with continuous brakes.
Compensation for curvature
Gradients on sharp curves are effectively a bit steeper than the same gradient on straight track, so to compensate for this and make the ruling grade uniform throughout, the gradient on those sharp curves should be reduced slightly.
Continuous brakes
In the era before they were provided with continuous brakes, whether air brakes or vacuum brakes, steep gradients made it extremely difficult for trains to stop safely. In those days, for example, an inspector insisted that Rudgwick railway station in West Sussex be regraded. He would not allow it to open until the gradient through the platform was eased from 1 in 80 to 1 in 130.
See also
- Angle of repose
- Aspect (geography)
- Civil engineering
- Construction surveying
- Grading (engineering)
- Cut-and-cover
- Cut (earthmoving)
- Cut and fill
- Embankment (transportation)
- Grade separation
- Inclined plane
- List of steepest gradients on adhesion railways
- Per mille
- Percentage
- Rake
- Roof pitch
- Ruling gradient
- Slope stability
- Slope
- Stream slope
- Strike and dip
- Surface gradient
- Surveying
- Trench
- Tunnel
- Wheelchair ramp
References
External links
Template:Geotechnical engineering Template:Authority control